WFL Plans BCOES Post_DRAFT.pdf

PDF 25 MB Posted Sep 28, 2021

Attached to: Willamette Falls Locks (WFL) Seismic and Safety Upgrades
Solicitation number: W9127N22R0005
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 27, 2023

This document is a sources sought notice for seismic and safety upgrades to the Willamette Falls Locks in Oregon. The U.S. Army Corps of Engineers, Portland District has a requirement for minimum repairs to reduce risks of uncontrolled water release from the locks in the event of a seismic event, while maintaining existing water flows for endangered species. The estimated value is between $5-10 million. The scope of work involves stabilizing the masonry guard lock wall, concrete canal basin wall, and two masonry miter gate monoliths through post-tensioned rock anchors, reinforced concrete, and anchoring steel rods. Responses are requested by October 15, 2021 for market research purposes to determine an appropriate small business set-aside acquisition strategy. Interested firms should provide company information, small business classification, bonding level, and examples of relevant past projects between $5-10 million involving structural stabilization and working near water with limited site access.

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CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION

DATE:

DISTRICT COMMANDER

COLONEL, CORPS OF ENGINEERS

US Army Corps of Engineers Portland District

MARK J. SAWKA, P.E.

WILLAMETTE FALLS LOCK

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

SEISMIC AND SAFETY UPGRADES

NAVIGATION LOCK

MICHAEL D. HELTON, PMP

SOLICITATION NUMBER: W9127N21R0019

PATRICK L. DUYCK, P.E.

NOTES:

2. FIO DENOTES "FOR INFORMATION ONLY"

DRAWING IS FOR INFORMATION ONLYDENOTES5

DRAWINGS

DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACTDENOTES4

AT THE COMPLETION OF THIS CONTRACT

DRAWING WILL BE SUPERSEDED BY THE FOLLOWING DRAWINGSDENOTES3

CONTRACT BY THE CONTRACTOR

DRAWING SHALL BE UPDATED AT THE COMPLETION OF THISDENOTES2

CONTRACT

DRAWING IS OBSOLETE AT THE COMPLETION OF THISDENOTES1

1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

U .S

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 E

N D S

A F

E T

Y U

P G

R A

G-001

L A

M E

T T

E F

A L L S L

O C

C H

A S

D R

A W

G I

N D

E X

A N

S I

M A

T T

H E

W D

H A

N S

O N P .E

W L

N .1

G -0

X X

X .d g n

L A

N C

H E

G E

R P .E

N A

A T

N L

O C

B C

O E

S R

E V

W R

H P

A T

E L P

PORTLAND DISTRICT

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

A N

S I

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

N D S

A F

E T

Y U

P G

R A

N .1

G -0

X X

X .d g n

EACH, EXHAUST AIR

ENTERING AIR TEMPERATURE

EACH FACE

EXPANSION JOINT

EACH LAYER

ELEVATION - GRADE OR BUILDING

ELECTRIC or ELECTRICAL

ELEVATOR

EMERGENCY EYEWASH & SHOWER

ENCLOSURE

ENTRANCE

EMERGENCY POWER DOWN SWITCH

EXPLOSION PROOF

EQUAL

EQUALLY SPACED

EQUIPMENT

EACH SIDE

ESTIMATE

ESTIMATED MAXIMUM DEMAND

ELAPSED TIME METER

EACH WAY

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

EXAMINATION

EXCAVATE

EXIT DEVICE

EXHAUST

EXISTING

EXPANSION, EXPOSED

EXTERIOR

EAT

ELEC

ELEV

EMER EW

& SHR

ENCL

ENTR

EMER PWR

DN SW

EPRF

EQL SP

EQUIP

EST

EST MAX DMD

ETM

EWC

EWT

EXAM

EXC

EXD

EXH

EXIST

EXP

EXT

NATURAL GAS

GAGE or GAUGE

GRANULAR ACTIVATED CARBON

GALLON

GALVANIZED

GATE ACTUATOR MOTOR

GRADE CLEANOUT

GENERAL, GENERATOR

GROUND FAULT CIRCUIT INTERRUPTOR

GROUND FAULT INTERRUPTOR

GALVANIZED IRON, GROUND INSERT

GLASS, GUTTER LINE

GOVERNMENT

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT INSTALLED

GROUND

GALLONS PER MINUTE

GOVERNMENT QUALITY ASSURENCE

REPRESENTATIVE

GRADE, GROSS

GALVANIZED RIGID STEEL CONDUIT

GLAZED STRUCTURAL UNIT

GUTTER

GLAZED WALL TILE

GYPSUM

GYPSUM BOARD

JAN CLO

J-BOX

JCT

JFR

JST

IRON

INSIDE DIAMETER

INVERT ELEVATION

ILLUMINATION ENGINEERING SOCIETY

of NORTH AMERICA

INSIDE FACE

ISOLATED GROUND

INSIDE LAYER

INCHES

INCANDESCENT

INFORMATION

INSULATION

INTERIOR

INVERT or INVERTER

INPUT/OUTPUT

IRON PIPE

CURRENT TO PRESSURE TRANSDUCER

INTAKE AND PUMP STRUCTURE

INDUCTION RELAY

INDEPENDENT WIRE ROPE CORE

CURRENT CONVERTER

KIP

KIT

KPL

KSI

kV kVA kVAR kW kWh

KEY, THOUSAND

THOUSAND POUND

KITCHEN

KICK PLATE

KIPS PER SQUARE INCH

KILOVOLT

KILOVOLT AMPERE

KILOVOLT AMPERE REACTIVE

KILOWATT

KILOWATT HOUR

HCD

HDBD

HDPE

HDR

HNDRL

HDW

HDWL

HID

HMI

HOA

HORIZ

H.PT.

HSS

HS GYP PLAS

HYDR

FCG

FCM

FCONT

FCSP

FDMPR

FDR CKT

BRKR

FDR

FDTN

FEBRKT

FEC

FHC

FIG

FIN

FIN GR

FIXT

FLASH

FLEX

FLG

FLR

FLRD END

SECT

FLUOR

FMETER

F/O

FPM

FTG

FTLDP

FVNR

FVR

FWS

I or FE

I.E., INV EL

IESNA

INCAND

INFO

INSUL

INT

INV

I/O

I/P

IPS

IWRC

GAC

GAL

GALV

GAM

GCO

GEN

GFCI

GFI

GOVT

GFE

GOVT INSTL

GPM

GQAP

GRS

GSU

GUT

GWT

GYP

GYP BD

HOSE BIBB

HANDICAP

HALON CONTAINMENT DAMPER

HEAD, HEAVY DUTY

HARDBOARD

HIGH DENSITY POLYETHYLENE

HEADER

HANDRAIL

HARDWARE

HEADWALL

HAND HOLE

HIGH INTENSITY DISCHARGE

HOLLOW METAL

HUMAN MACHINE INTERFACE

HAND-OFF-AUTO

HORIZONTAL

HIGH PRESSURE, HORSEPOWER

HIGH POINT

HOUR

HIGH STRENGTH

HOLLOW STRUCTURAL SECTIONS,

HYDRAULIC STEEL STRUCTURE

HIGH - STRENGTH GYPSUM PLASTER

HEIGHT

HOT WATER

HYDRAULIC

HERTZ

DAT

DBL

DBL ACT

DEG

DEPT

DET

D&G

DGAM

DHW

DIA or Ø

DIAG

DIM

DIP

DIR

DIR EXP

DISC

DISTR

DIV

DMPF

DNET

DGTL PWR M

DR CL

D/S

DSA

DT, DTAP

DWG

DWLS

FAHRENHEIT, FUSE

FRESH AIR

FLAT BAR

FOOTCANDLE

FACING

FRACTURE CONTROL MEMBER

FLOW CONTROLLER,

FUEL CLEANING SYSTEM PANEL

FLOOR DRAIN

FIRE DAMPER

FEEDER CIRCUIT BREAKER

FEEDER

FOUNDATION

FIRE EXTINGUISHER, IRON

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FAR FACE

FIRE HYDRANT, FLAT HEAD

FIRE HOSE CABINET

FIGURE

FINISH

FINISH GRADE

FIXTURE

FLASHING

FLEXIBLE

FLANGE, FLOORING

FLOOR

FLARED END SECTION

FLUORESCENT

FLOW METER

FIBER OPTIC

FIREPROOF, FIRE PROTECTION

FEET PER MINUTE

FRAME

FULL SIZE

FEET

FOOTING

FUEL TANK LEAK DETECTION PANEL

FUSE

FULL VOLTAGE NON-REVERSING

FULL VOLTAGE REVERSING

FIRE WATER, FLAT WASHER

FACILITY WATER SUPPLY

VALVE POSITION (FLOW)

JANITOR CLOSET

JUNCTION BOX

JUNCTION

JUVENILE FISH RETURN

JOIST

JOINT

CAP

C/C

CEM

CEM PLAS

CFM

CFS

CIRC

CJP

CHK

CKT

CKT BRKR

CLG

CLO

CLOS

CLR

CLWG

CL2

CMP

CMU

CND

CNTR

CO2

COL

COM

COMB

COMM

CONC

CONF

CONN

CONSTR

CONT

COR

CORR

COV

CPRS

C.P.S. ~

CPT

CPU

CRES

CRSE

CRT

CSK

CSP

CST

CSMT

CTF

CTRL

CU FT

CU YD

CYL

CHANNEL (STRUCTURAL SHAPE),

CAPACITY

CENTER TO CENTER

CATCH BASIN

CEMENT

CEMENT PLASTER

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CAST IRON, CURB INLET

CIRCULAR

CONTRACTION JOINT

COMPLETE JOINT PENETRATION

CHECK

CIRCUIT

CIRCUIT BREAKER

CENTER LINE

CEILING

CLOSET

CLOSURE

CLEAR

CLEAR WIRED GLASS

CHLORINE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CONDUIT (FOR RACEWAY-ELEC. SHTS)

COUNTER

CLEANOUT, CARBON MONOXIDE

CARBON DIOXIDE

COLUMN

COMMON

COMBINATION, COMBINED

COMMUNICATION

CONCRETE, CONCENTRIC

CONFERENCE

CONNECT, CONNECTION

CONSTRUCTION

CONTINUE, CONTINUOUS,CONTRACTOR

CHANGE ORDER REQUEST,

CONTRACTING OFFICER REPRESENTATIVE

CORRECT, CORRIDOR

COVER, COVERED

CONTROL PANEL

COMPRESSIBLE

CYCLES PER SECOND (HERTZ)

CARPET, CONTROL POWER XFMR

CENTRAL PROCESSING UNIT

CONTROL RELAY

CORROSION RESISTANT STEEL

COURSE

CATHODE RAY TUBE

CONTROL SWITCH, CAST STONE

COUNTER SUNK

CONCRETE SEWER PIPE

CAST STONE TILE

CASEMENT

CERAMIC TILE, CABLE TRAY,

CURRENT TRANSFORMER

CERAMIC TILE FLOOR

COPPER

CUBIC FEET

CUBIC YARDS

CONTROL VALVE, CABLE VAULT

COLD WATER

CYLINDER

BCG

BDRY

BITUM

BLDG

BLKT INSUL

BOT

BOT F

BPRF

BRCG

BRDG

BRG

BRKT

B/B

BTU

BTUH

BOLT CIRCLE, BOOKCASE

BARE COPPER GROUND

BOARD

BOUNDARY

BOTH FACES

BACK GOUGE

BITUMINOUS

BRAKE

BASE LINE, BUILDING LINE

BUILDING

BLANKET INSULATION

BEAM, BENCH MARK

BOTTOM

BOTTOM FACE

BULLETPROOF (BULLET-RESISTANT)

BRACING

BRIDGING

BEARING

BRACKET

BACK TO BACK

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

AMMETER

ANCHOR BOLT

ALTERNATING CURRENT

ASPHALT CONCRETE

AMERICAN CONCRETE INSTITUTE

ACCESS DOOR

ACCESS PANEL

ALUMINUM CABLE - STEEL REINFORCED

ACOUSTIC

AREA DRAIN

ADMINISTRATION/ADMINISTRATIVE

ARC FAULT CIRCUIT INTERRUPTOR

ABOVE FINISH FLOOR

ABOVE FINISHED GRADE

AGGREGATE

AMPERE HOUR, ANNUCIATOR HORN

ANCHOR

AIR HANDLING UNIT

ANALOG INPUT, ASPHALT INSTITUTE

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE of STEEL

CONSTRUCTION

AMPERE INTERRUPTING RATING

ALARM

ALTERNATE

ALUMINUM

AMPERE

AMERICAN NATIONAL STANDARDS

INSTITUTE

ANALOG OUTPUT

APPROVED

APPROXIMATE

ARCHITECTURAL OR ARCHITECT

AIR RELEASE VALVE

AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPHALT

AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AMPERE TRIP

ACOUSTICAL TILE CEILING

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AVERAGE

AMERICAN WIRE GAUGE

AMERICAN WELDING SOCIETY,

ATTRACTION WATER SUPPLY

ACOUSTICAL WALL TREATMENT

ANGLE (STRUCTURAL SHAPE)

ACI

ACS DR

ACS PNL

ACSR

ACST

ADMIN

AFCI

AFF

AFG

AGGR

AHR

AHU

AIC

AISC

AIR

ALM

ALT

ALUM

AMP

ANSI

APPD

APPROX

ARCH

ARV

ASME

ASPH

ASTM

ATC

ATS

AUTO

AUX

AVG

AWG

AWS

AWT

PENNY (as in nail - 10d)

DATUM

DRY BULB

DOUBLE

DOUBLE ACTING

DIRECT CURRENT

DEGREE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DRILL & GROUT

DIFFUSION GATE ACTUATOR MOTOR

DOUBLE HUNG, DUCT HEATER

DOMESTIC HOT WATER

DISCREET INPUT, DUCTILE IRON

DIAMETER

DIAGONAL

DIMENSION

DUCTILE IRON PIPE

DIRECTION, DIRECTOR

DIRECT EXPANSION

DISCONNECT

DISTRIBUTION

DIVISION

DAMPPROOFING

DOWN

DEVICENET

DISCREET OUTPUT

DIGITAL POWER METER

DOOR, DRAIN

DOOR CLOSER

DISCONNECT SWITCH, DOWNSPOUT

DOWNSTREAM

DEVICENET STARTER ASSEMBLY

DEVICENET TAP

DOMESTIC WATER

DRAWING

DOWELS

DUPLEX

ABBREVIATIONS

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

- A - - C - - D - - F - - H -

- B -

- E -

- G -

- I -

- J -

- K -

A B

B R

E V

N S A T

H R

O U

G H K

L A

M E

T T

E F

A L L S L

O C

G-002

N A

A T

N L

O C

K J

C H

A S

B C

O E

S R

E V

CTR CENTER

CONTROL POINT

EAST or EASTING

EX EXISTING

M A

T T

H E

W D

H A

N S

O N P .E

A L

A N C

H E

G E

R P .E

R H P

A T

E L P

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

A N

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

N D S

A F

E T

Y U

P G

R A

N .1

G -0

X X

X .d g n

C H

A S

A B

B R

E V

N S L T

H R

O U

G H Z

L A

M E

T T

E F

A L L S L

O C

RADIUS, RANGE, RISER

RELIEF AIR, RETURN AIR

RETURN AIR DUCT

RETURN AIR GRILLE

RESILIENT BASE

RUBBER

REMOTE CONTROL

REINFORCED CONCRETE PIPE

RECEIVER

ROAD, ROOF DRAIN

RIDGE

RECEPTACLE

RECREATION

RECTANGLE, RECTIFIER

REFERENCE

REINFORCE OR REINFORCEMENT

REMOVABLE

REPRODUCE

REQUIRED

RESILIENT

REVISION

ROOFING

ROUGH

RIGID GALVANIZED STEEL CONDUIT

RELATIVE HUMIDITY, RIGHT HAND,

ROUND HEAD

REMOTE INPUT/OUTPUT

ROTARY LIMIT SWITCH

ROOM

ROUND

REGULATED OUTLET, ROUGH OPENING

REVOLUTIONS PER MINUTE

RIGHT

RAD

RAGR

RBR

RCP

RCVR

RDGE

RECPT

RECR

RECT

REF

REG

REINF

REM

REPRO

REQD

RESIL

REV

RFG

RGH

RGSC

RIO

RLS

RND

RPM

UNDERGROUND

UNIT HEATER

UNDERWRITERS LABORATORIES

UNEXCAVATED

UNFINISH

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SYSTEM

URINAL

UPSTREAM

UTILITY

UNTWISTED PAIR

TRANSFORMER

TRANSMITTER

LIMIT SWITCH

POSITION TRANSMITTER

PNEUMATIC PISTON ACTUATOR

POSITIONING LINEAR ACTUATOR (ELECT)

W/O

WBL

WDW

WGL

WHM

WSCT

WWF

WWM

TAN

T & B

TBD

TDR

TECH

TEL

TEMP

TERM

TERM CAB

TGL

THK

THRES

TK BD

TOC

TOF

TOPO

TOS

TOW

TSTAT

TVSS

TYP

XFMR

XMTR

UGND

UNEX

UNFIN

UNO

UPS

U/S

UTIL

UTP

WITH

WITHOUT

WET BULB

WOOD BLOCKING

WATER CLOSET

WOOD, WOOD DOOR

WINDOW

WIDE FLANGE

WIRED GLASS

WALL HYDRANT

WATTHOUR METER

WROUGHT IRON

WATERLINE

WATER PROOFING, WEATHER PROOF

WORK POINT

WEIGHT/TENSION SWITCH

WAINSCOT

WATERTIGHT, WEIGHT

WELDED WIRE FABRIC

WOVEN WIRE MESH

TREAD

TANGENT

TERMINAL BLOCK

TOP AND BOTTOM

TO BE DETERMINED

TIME DELAY RELAY

TEMPERATURE ELEMENT, TOP ELEVATION

TECHNICAL

TELEPHONE

TEMPERATURE

TERMINAL

TERMINAL CABINET

TOP FACE

TOGGLE

THICK, THICKNESS

THRESHOLD

TEMPERATURE INDICATOR

TACKBOARD

TOP OF

TOP OF CONCRETE

TOP OF FOOTING

TOPOGRAPHY

TOP OF SLAB

TOP OF WALL

TUBULAR STEEL (OBSELETE;SEE HSS)

THERMOSTAT

TEMPERATURE TRANSMITTER

TRANSIENT VOLTAGE SURGE

SUPPRESSOR

TYPICAL

YARD

YARD DRAIN

AUXILIARY ATS SWITCH

OAL

OCEW

OFD

OFF

OGL

OPNG

OPP

OPS

OSAY

O/O, O TO O

OWGL

OUTSIDE AIR

OVER ALL LENGTH

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OVERFLOW DRAIN

OUTSIDE FACE

OFFICE

OBSCURE GLASS

OVERHANG, OVERHEAD

OVERLOAD

OPENING

OPPOSITE

OPERATIONS

OUTSIDE SCREW AND YOKE

OUT TO OUT

OBSCURE WIRED GLASS

MACH

MAINT

MAS

MATL

MAX

MCB

MCC

MCP

MCR

MECH

ME RM

MFG

MFR

MGT

MIN

MLDG

MLO

MOT

MPC

MSB

MSE

MSL

MTD

MTL

MIXED AIR

MACHINE

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

MACHINE BOLT

MECHANICAL CONTRACTOR

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MASTER CONTROL RELAY

MOTION DETECTOR

MOISTURE ELEMENT

MECHANICAL

MECHANICAL EQUIPMENT ROOM

MANUFACTURING

MANUFACTURER

MOTOR GENERATOR

MANAGEMENT

MANHOLE

MINIMUM

MARK

METAL LATH, MONOLITHIC

MOLDING (MOULDING)

MAIN LUGS ONLY

MASONRY OPENING

MOTOR

MINI-POWER CENTER (XFMR AND PNL)

MOTOR STARTER

MAIN SWITCH BOARD

MECHANICALLY STABLILIZED EARTH

MEAN SEA LEVEL

METAL THRESHOLD

MOUNTED

METAL

ANGLE (STRUCTRURAL SHAPE)

LABORATORY

LATITUDE

LAVATORY

LUMBER

POUNDS

LEVEL CONTROLLER

LEVEL ELEMENT

LINEAR FEET

LENGTH OR LONG

LINEAR

LUMEN

LINTEL

LUBRICATING OIL

LONGITUDINAL

LOW POINT

LATCHING RELAY, LIVING ROOM,

LONG RADIUS

LOCAL/REMOTE

LEVEL SWITCH

LEFT, LEVEL TRANSMITTER, LIGHT

LIQUID TIGHT FLEX CONDUIT

LIGHTING

LIGHT WEIGHT

LUBRICANT

LOW VOLTAGE POWER

LEAVING WATER TEMPERATURE

LAB

LAT

LAV

LBR

LBS

LIN

LNTL

LONG

LPT

L/R

LT-FLEX CND

LTG

LT WT

LUB

LVPWR

LWT

ABBREVIATIONS

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

- L - - O - - T - - W -

- M -

- R -

- U -

- X -

- Y -

- Z -

NOT APPLICABLE

NATURAL

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUTRAL

NEAR FACE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER, NORMALLY OPEN

NOMINAL

NAMEPLATE

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NOT TO SCALE

NAT

NEC

NEMA

NEUT

NFPA

NIC

NOM

NPL

NPS

NPT

NTS

- N -

POLE

PLANT AIR, PUBLIC ADDRESS

PARTIAL

PULL BOX, PUSH BUTTON

PUSH BUTTON, LIGHTED

PUSH BUTTON STATION

PERSONAL COMPUTER, PHOTOCELL,

PIECE, POINT OF CURVE,

PORTLAND CEMENT

POUNDS PER CUBIC FOOT

PRODUCT DELIVERY TEAM

PERFORATED

POLYETHYLENE

PETROLEUM

PHASE

POINT OF INTERSECTION, PRESSURE

INDICATOR

POST INDICATOR VALVE

PILOT LIGHT, PLATE, PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLATFORM

PLUMBING

PROGRAMMABLE LOGICAL CONTROLLER

POUNDS PER LINEAR FOOT

PILING

PLYWOOD

PANEL

POLISHED

PORCELAIN

PARTS PER MILLION

PAIR

PREFABRICATE

PREFINISH

PROCESSING

PROJECT

PRESSURE REGULATOR VALVE,

PRESSURE REDUCING VALVE

PROXIMITY SWITCH

PRESSURE SWITCH

POUNDS per SQUARE FOOT, PRE-SORT FLUME

POUNDS per SQUARE INCH

POST SORT POOL DRAIN

PRE-SORT SUPPLY

POINT, POINT OF TANGENCY,

POTENTIAL (VOLTAGE) TRANSFORMER,

PRESSURE TRANSMITTER

POLYTETRAFLOURIDETHYLENE (TEFLON)

PARTITION

PUSH TO TEST

POLYVINYL CHLORIDE (PLASTIC)

POINT OF VERTICAL INTERSECTION

POWER

POTABLE WATER WELL CONTROLLER

PRESSURE CONVERTER

PART

PBL

PBSTA

PCF

PDT

PERF

PETRO

PIV

PLAM

PLAS

PLAT

PLBG

PLC

PLF

PLG

PLYWD

PNL

POL

PORC

PPM

PREFAB

PREFIN

PROC

PROJ

PRV

PRX

PRESS SW

PSF

PSI

PSPD

PSS

PTFE

PTN

PTT

PVC

PVI

PWR

PWWC

- P -

SOUTH

SUPPLY AIR

SPLASH BLOCK

SUPERVISORY CONTROL AND

DATA ACQUISITION

SCHEDULE

SAFETY CONTROL RELAY

STRUCTURAL CLAY TILE

SMOKE DETECTOR

STEEL DECK INSTITUTE

SMOKE DAMPER

SECTION

SEQUENCE

SEALANT

SQUARE FOOT (FEET), SUPPLY FAN

SWITCHGATE

SHOULDER

SHEET

SHEATHING

SIMILAR

STEEL JOIST INSTITUTE

SINGLE MODE (FIBER)

SERIAL NUMBER, SOLID NEUTRAL

SOLENOID

SHUT OFF VALVE

SPECIAL

SURGE PROTECTION DEVICE

SINGLE-POLE DOUBLE-THROW

SPECIFICATION

SPACE HEATER

SPEAKER

SINGLE-POLE SINGLE-THROW

SQUARE

SELECTOR SWITCH, SOFT STARTER,

SANITARY SEWER CONTROL PANEL

STAINLESS STEEL

STATION

STAGGER SPLICE

SHORTING TERMINAL BLOCK

STANDARD

STIRRUP

STEEL

STORAGE

SHIELDED TWISTED PAIR

STATIC PRESSURE

STRINGER

STRUCTURAL

STAIRWAY

SUBFLOOR

SUSPEND

SOLENOID VALVE

SWITCH

SWITCHBOARD

SYMBOL

SYMMETRICAL

SCADA

SCHED

SCR

SCT

SDI

SDMFR

SECT

SEQ

SLNT

SHLDR

SHT

SHTHG

SIM

SJI

S/N

SOL

SOV

SPCL

SPD

SPDT

SPEC

SPH

SPKR

SPST

SSCP

SST

STA

STAG SPL

STB

STD

STIR

STL

STOR

STP

ST PR

STR

STRUCT

STWY

SUB FL

SUSP

SOLV

SWBD

SYM

SYMM

- S -

QUARTZ LIGHTING

QUARRY TILE, QUART

QUARTER

QUARTER ROUND

QTR

QTR RND

- Q -

VERTICAL, VOLT

VALVE ACTUATOR MOTOR

VERTICAL BARRIER SCREEN

VERTICAL CURVE

VINYL COMPOSTION TILE

VAULT DOOR, VOLUME DAMPER

VENTILATION, VENTILATOR

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VOLTMETER

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VOLTAGE REGULATOR

VENT STACK, VIBRATION SWITCH,

VOLTMETER SWITCH

VIBRATION TRANSMITTER

VOLTAGE TRANSFORMER

VENT THRU ROOF

VINYL-WALL COVERING

VAM

VBS

VCT

VENT

VERT

VEST

VFD

VOL

VPC

VPI

VPT

VTR

VWC

- V -

G-003

N A

A T

N L

O C

B C

O E

S R

E V

NORTH or NORTHING

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

PSST PERFORATED STEEL SQUARE TUBE

USACE US ARMY CORPS OF ENGINEERS

WATT, WEST, WIRE, WIDTH

M A

T T

H E

W D

H A

N S

O N P .E

A L

A N C

H E

G E

R P .E

R H P

A T

E L P

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

A N

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

N D S

A F

E T

Y U

P G

R A

N .1

G -0

X X

X .d g n

G E

N E

R A

L N

O T

E S A

N D S

Y M

B O

L S

L A

M E

T T

E F

A L L S L

O C

G-004

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

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR DETAILS

NUMERIC VALUE

FOR SECTIONS

ALPHA VALUE

LEGEND:

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

UNDERSCORE SYMBOL, "_"

DISCIPLINE (SEE LEGEND NOTE 6)

DASH SEPARATOR, "-" (REQUIRED)

MODEL FILE TYPE (3D OR 2D)

USE "X" FOR UNUSED SPACES)

USER DEFINED (4 CHARACTERS ONLY;

FILE EXTENSION

G-302

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

UNDERSCORE SYMBOL, "_"

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(N = NAVIGATION LOCK)

MAJOR PROJECT FEATURE

(WL = WILLAMETTE FALLS LOCK)

PROJECT CODE

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

WLN1.101_G-102XXX.DGN

WLN1.101zzzzzzzzzzz_G-3DXXXX.DGN

(11) CHARACTERS MAX. OMIT IF NOT USED

MODEL DESCRIPTION (USER DEFINED)

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(N = NAVIGATION LOCK)

MAJOR PROJECT FEATURE

(WL = WILLAMETTE FALLS LOCK)

PROJECT CODE

SITE PLANSDENOTESS

GENERAL FEATURES (OR "ALL SHEETS ARE CIVIL")DENOTES-

SHALL BE AS SHOWN BELOW:

9. CIVIL AREA FEATURE DESIGNATOR FOR "C" SHEETS IDENTIFICATION

DEMOLITIONDENOTESD

GENERAL FEATURESDENOTES-

SHALL BE AS SHOWN BELOW:

8. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" SHEETS IDENTIFICATION

(isometrics, perspectives, photographs)3D REPRESENTATIONS 9

(for types that do not fall in other categories)USER DEFINED 8

(for types that do not fall in other categories, including typical detail sheets)USER DEFINED 7

SCHEDULES AND DIAGRAMS6

DETAILS5

(plans, elevations, stair sections, or sections that are not details)LARGE-SCALE VIEWS 4

(sectional views, wall sections)SECTIONS 3

(vertical views)ELEVATIONS 2

(horizontal views)PLANS 1

(symbols legend, notes, ect.)GENERAL 0

7. SHEET TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:

STRUCTURALS

CIVILC

GEOTECHNICALB

GENERALG

6. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:

(SEE LEGEND NOTES 8 AND 9)

AREA FEATURE

DISCIPLINE (SEE NOTE 6)

SHEET TYPE DESIGNATOR (0 THRU 9)

SHEET SEQUENCE NUMBER (00 THRU 99)

DISCIPLINE (SEE LEGEND NOTE 6)

AREA FEATURE (SEE LEGEND NOTES 8 AND 9)

SHEET TYPE (SEE NOTE 7)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED (3 CHARACTERS ONLY;

FILE EXTENSION

N A

A T

N L

O C

5. VERTICAL DATUM: PGE DATUM (1924 DATUM); 1924 DATUM = NGVD 29. NAVD88 = NGVD29 + 3.52 FT.

4. HORIZONTAL DATUM: NAD83 (2011) OREGON NORTH SPCS 3601, US SURVEY FEET

3. SEE SHEETS S-001 AND S-002 FOR STRUCTURAL NOTES

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND

1. SEE SHEET G-001 FOR DRAWING INDEX

GENERAL NOTES:

B E

E M

STRUCTURAL)

(GEOTECHNICAL AND

EXPLORATORY DRILLING

CONSTRUCTION TASK

DEMOLITION

CONCRETE DECK

CONCRETE PLACEMENT

GUARD LOCK PILASTER

DRILLING

ROCK ANCHOR

GROUTUING THE ANULUS

CORRUGATED PIPE, AND

AND GROUTING, PLACING

DRILL HOLE WATER TESTING

ANCHORS, FINAL GROUTING

BOND ZONE, TENSIONING

PLACING ANCHORS, GROUTING

WATER SURFACE LIMITS OR REQUIREMENTS

FOREBAY

CANAL

GUARD LOCK/SHIP

(NOT DEWATERED)

NORMAL OPERATING WSE

WSE

SIMILAR TO FOREBAY

WSE

SIMILAR TO FOREBAY

(NOT DEWATERED)

NORMAL OPERATING WSE

WSE

SIMILAR TO FOREBAY

(NOT DEWATERED)

NORMAL OPERATING WSE

(NO SPECIFIC LIMITS)

NORMAL OPERATING WSE

DEWATERED

(NO SPECIFIC LIMITS)

NORMAL OPERATING WSE

NO SPECIFIC LIMITS

MAX WSE 46 FT

NO SPECIFIC LIMITS

LIMITATIONS

WORK WINDOW

NOTES

NO SPECIFIC LIMITS

FOR ROCK ANCHORS

PRIOR TO DRILLING

COMPLETE EXPLORATION

(SEE SPECIFICATIONS)

IN WATER WORK WINDOW

NO SPECIFIC LIMITS

COMPLETING THIS TASK

REQUIRED PRIOR TO

CONCRETE DECK MAY BE

PARTIAL DEMOLITION OF

DOES NOT ENTER WATERWAY

ENSURE DEMOLITION WASTE

INTO WATERWAY

LIMIT LOSS OF CUTTINGS

GROUT LOSS

EQUALIZE WSE TO LIMIT

B C

O E

S R

E V

M A

T T

H E

W D

H A

N S

O N P .E

A L

A N C

H E

G E

R P .E

R H P

A T

E L P

4. BARGES ARE NOT PERMITTED - SEE SPECIFICATIONS.

3. DIVING IS NOT EXPECTED TO BE REQUIRED FOR THIS CONTRACT.

SPECIFICATIONS FOR REQUIREMENTS.

2. PROVIDE ACCESS THROUGH THE CONSTRUCTION SITE FOR VEHICLES BY SITE USERS. SEE

SPECIFICATIONS FOR MORE INFORMATION.

PUMPING OF WATER IS NOT EXPECTED TO BE REQUIRED FOR CONSTRUCTION ACCESS. SEE

THE PGE HEADGATES AS WELL AS THROUGH BOTH THE GUARD LOCK AND SHIP CANAL WALLS.

1. MANAGE WATER THROUGH THE CONSTRUCTION SITE. WATER LEAKAGE IS EXPECTED THROUGH

GENERAL CONSTRUCTION NOTES:

X-1##

" = 1'-0"8

3SCALE:

SECTION

X-3##

X-5##

SCALE: NONE

DETAIL

X-5##

R i v e r

N. 624,000E 1, ,0

E 1, ,0

N. 622,000N. 622,000

E 1, ,0

Oregon

City

West Linn

W illamet te

F a l l s

Guides

C o r p o r a t e

B o u n d a r y

Lo ck

Ch am be rs

S m u rf it N e w sp ri n t C o rp o ra ti o n

Fish Counter

PGE Sullivan

Cells Moorage

W i l la m e tt e

S o ut he rn

P ac ifi c

R ai lro ad

S T.

City Hall West Linn

C an al

B as in

G ua rd

Lo ck

Im pe ria l D r.

Sunset Ave.

C h e s tn u t S t.

Maple St.

W a ln u t S t.

A ld e r S t.

P in e

S t.

Fa lls V ie w ve

R iv er vi ew ve

Tum w ater St.

C anem ah S t.

O ak St.

W alden St.

Long St.

Charman St.

Oregon

City Loop

C la rk K o b u k

C t.

T e rr it o ri a l

D riv e th

6th St.

M ai n

4th

3rd St.

2nd St.

1st St.

S. 1st.

S. 2nd

W as h in g to n

M cL ou gh lin

H ig h

D riv e

W ill am et te

S u n se t

H em lo ck

S t.

C t.

A ve

B lv d

Pa rk in g

Si m ps on

Tum w a t e r

D r.

25 30

W ill am et te P ap er C om pa ny

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT PHOTO

FALLS LOCKS

WILLAMETTE

OREGON CITY

WEST LINN

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

A N

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 E

N D S

A F

E T

Y U

P G

R A

T T

H E

W D

H A

N S

O N P .E

G-005

L A

M E

T T

E F

A L L S L

LOCATION

PROJECT

T O P

O R

T L

A N

N A

A T

N L

O C

W L

N .1

G -0

X X

X .d g n

P R

O J E

C T S

E M

A P

WASTE WATER TREATMENT PLANT

WASTE WATER PIPELINE

GROTTO SITE

HISTORIC INFORMATION CENTER

WAREHOUSE

DRAWBRIDGE

PICNIC AREA

COE SERVICE BLDG

MILL OFFICE

CHEMICAL PIPELINE

(STORAGE)

DOCK AREA

UPGRADES

SEISMIC

C H

A S

B C

O E

S R

E V

A L

A N C

H E

G E

R P .E

R H P

A T

E L P

SCALE: NTS

WILLAMETTE FALLS LOCKS PROJECT SITE MAP

B-201

O C

K N

N L

O C

N D

C O

N C

E C

L R

O C

C H

O R

P R

D . S

C O

D W

T, P .E

D W

-1

_B -2

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

ANCHOR NOTES

1. FOR EXISTING SUBSURFACE CONDITIONS AND BORING LOGS, REFER TO

"GEOTECHNICAL - FOR INFORMATION ONLY" SHEETS AT THE END OF THIS

VOLUME.

2. FIELD VERIFY CONCRETE WALL, EXISTING CONCRETE ANCHORS, DECK

BEAMS, AND OTHER EXISTING FEATURES. REFER TO FIO SHEETS.

3. FIELD VERIFY ROCK ANCHOR LOCATIONS PER SHEET S-103.

4. ANCHOR LENGTHS SHOWN ARE PRELIMINARY. FIELD VERIFY CONCRETE

WALL/BEDROCK CONTACT (TOP OF ROCK) AT EACH ANCHOR LOCATION.

THIS PROFILE DOES NOT SHOW ALL FEATURES OF ANCHORS. TOP OF

ROCK LINE WAS ESTIMATED FROM 1987 BORINGS, SEE SHEET WLN-2-1/2.

5. ANCHOR DEPTHS AND PATTERN SHOWN ARE FOR INFORMATION ONLY.

CONTRACTOR TO DESIGN ROCK ANCHOR DETAILS.

UPSTREAM WALL,

PAPER MILL BUILDING

EL. 59 - TOP OF EXISTING CONCRETE WALL

EL. 62 - TOP OF EXISTING CONCRETE CAPGATE 6 PINTLE

EXISTING CONCRETE WALL

UPSTREAM

BOND LENGTH

10 FT MIN.

ROCK ANCHOR SPACING

SCALE: NTS-

FREE-STRESSING

LENGTH VARIES

EXISTING CONSTRUCTION JOINT

BEDROCK (BASALT)

CONCRETE WALL

TOP OF ROCK

ELEVATION IN FEET

MSL

-20

EXISTING MASONRY WALL

0 10 20 FTROCK ANCHOR ADJACENT ROCK

ANCHOR

SEE NOTE 5.

30+0031+00 29+00 28+00

TOP OF ROCK

SCALE:

(LOOKING FROM FOREBAY TO SHIP CANAL)

CONCRETE CANAL WALL ROCK ANCHOR PROFILE

SEE NOTE 3.

S-103

B-202

O C

K N

N L

O C

N D

O N

R Y

G U

L O

C K

L R

O C

C H

O R

P R

D . S

C O

D W

T, P .E

D W

-1

_B -2

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

ANCHOR NOTES

1. FIELD VERIFY MASONRY WALL, CONCRETE WALL, DECK BEAMS, AND

OTHER EXISTING FEATURES. REFER TO FIO SHEETS.

2. FIELD VERIFY ROCK ANCHOR LOCATIONS PER SHEET S-102.

3. ANCHOR LENGTHS SHOWN ARE PRELIMINARY. FIELD VERIFY MASONRY

WALL/BEDROCK CONTACT (TOP OF ROCK) AND FLOOR OF FOREBAY AT

EACH ANCHOR LOCATION. THIS PROFILE DOES NOT SHOW ALL

FEATURES OF ANCHORS.

4. ANCHOR DEPTHS AND PATTERN SHOWN ARE FOR INFORMATION ONLY.

CONTRACTOR TO DESIGN ROCK ANCHOR DETAILS.

5. PINTLE 6 CL IS AT STA. 31+11.79.

6. PINTLE 7 CL IS AT STA. 33+22.76.

7. ESTABLISH STATIONING IN FIELD USING PINTLES 6 AND 7 STATIONS.ROCK ANCHOR SPACING

SCALE: NTS-

EL. 62 (APPROX)

TOP OF EXISTING WALL

TOP OF (E)

CONCRETE

HEADWALL

EXISTING COLUMN FOOTING

SEE SHT S-102

APPROX END OF

EXISTING MASONRY

WALL

EXISTING

MASONRY WALL

EXISTING CONCRETE WALL

TOP OF ROCK

FLOOR OF FOREBAY

EXISTING TRENCH

10' ±

TOP OF ROCK

FREE-STRESSING

LENGTH VARIES

FLOOR OF FOREBAY

EL. 42 (APPROX)

BOT OF EXISTING WALL

5' ±

ROCK ANCHOR ADJACENT ROCK

ANCHOR

SEE NOTES 2 AND 4.

SEE NOTE 4.

33+00 32+00 31+00

GATE 6 PINTLE

CENTERLINE

SEE NOTE 5

GATE 7 PINTLE

CENTERLINE

SEE NOTE 6

ELEVATION IN FEET

MSL

-20

BOND LENGTH

10 FT MIN.

UPSTREAM

(LOOKING FROM FOREBAY TO GUARD LOCK)

MASONRY GUARD LOCK WALL ROCK ANCHOR PROFILE

30+72

S-102

B-501

O C

K N

N L

O C

N D

R O

C K

H O

R D

D . S

C O

D W

T, P .E

D W

-1

_B -5

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

SCALE: NTS

TYPICAL ROCK ANCHOR DETAIL

SUGGESTED ANCHOR INSTALLATION

1. FLUSH ALL CUTTINGS FROM HOLE.

2. PERFORM WATER TEST IN ACCORDANCE WITH THE SPECIFICATIONS. PRE-GROUT, RE-DRILL, AND RETEST WHERE REQUIRED.

3. INSTALL AND GROUT CORRUGATED TUBING IN ACCORDANCE WITH THE SPECIFICATIONS.

4. PREPARE BOND LENGTH OF ANCHOR BAR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

5. INSTALL ANCHOR AND GROUT THE BOND LENGTH (FIRST STAGE OF GROUTING). SUBMIT A PLAN FOR APPROVAL TO THE CONTRACTING OFFICER'S REPRESENTATIVE DESCRIBING HOW THE TOP OF THE FIRST STAGE GROUTING WILL BE DETERMINED.

6. AFTER GROUT HAS CURED FOR A MINIMUM OF FOUR DAYS AND HAS REACHED THE TARGET STRENGTH IDENTIFIED IN THE SPECIFICATIONS, AND UPON THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE, PERFORM PERFORMANCE AND PROOF TEST IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCK OFF ANCHOR AT 70% OF MINIMUM ULTIMATE STRENGTH.

7. GROUT THE FREE STRESSING LENGTH AS SHOWN ON THE DRAWINGS (SECOND STAGE GROUTING) AND CUT THE BAR TO THE

REQUIRED LENGTH.

8. INSTALL ANCHOR HEAD CAP AND PAINT ALL EXPOSED STEEL SURFACES. ANCHOR HEAD CAP IS NOT NEEDED WHERE ANCHOR HEAD IS RECESSED IN EXISTING CONCRETE (SOME MONOLITH ANCHORS AND CONCRETE CANAL WALL ANCHORS, SEE STRUCTURAL

SHEETS).

GENERAL ANCHOR NOTES

1. FOR DRILLING TOLERANCES, SEE SPECIFICATIONS. PRIOR TO DRILLING, SUBMIT TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL, AN ANCHOR INSTALLATION PLAN WHICH ADDRESSES MAINTAINING AND MONITORING HOLE ALIGNMENT WITHIN THE REQUIRED DRILLING TOLERANCES. MAXIMUM DEVIATION FROM PLUMB IS 0.02 RADIANS (1 DEGREE).

2. NEW AND EXISTING PROJECT FEATURES SHALL BE PROTECTED TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. DAMAGE TO NEW OR EXISTING PROJECT FEATURES CAUSED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

3. PRIOR TO INSTALLING AN ANCHOR, DESIGN AND SUBMIT TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL, THE DESIGN OF THE ANCHORAGE INCLUDING THE ANCHOR'S BEARING PLATE, TRUMPET, AND ANCHOR HEAD, NUT AND WASHER. INCLUDE ON THE DESIGN SUBMITTAL ALL CALCULATIONS, SHOP DRAWINGS, AND MATERIALS AS REQUIRED BY THE SPECIFICATIONS.

4. TEMPORARY ANCHOR BOLTS ATTACHED TO THE EXISTING OR NEW CONCRETE FOR CONSTRUCTION SHALL BE REMOVED AND THE

RESULTING HOLE SHALL BE FILLED WITH NON-SHRINK GROUT.

5. FOR DISPOSAL OF THE DRILL CUTTINGS, SEE SPECIFICATIONS.

6. DESIGN THE BEARING PLATES WITH NO SLOTS OR KEYHOLES.

7. ONLY THE WELD CONNECTING THE BEARING PLATE TO THE TRUMPET SHALL BE PERMITTED. NO OTHER WELDING OR TACKING ON

THE ANCHORAGES SHALL BE ALLOWED.

8. ANCHOR CENTRALIZERS ARE NOT SHOWN ON THE DETAILS. ANCHOR CENTRALIZERS SHALL PROVIDE A 12" MINIMUM ANNULUS BETWEEN THE O.D. OF THE ANCHOR OR COUPLER AND THE I.D. OF THE CORRUGATED TUBING. PROVIDE ANCHOR CENTRALIZERS IN

ACCORDANCE WITH THE SPECIFICATIONS.

9. ANY TEMPORARY PLATFORMS NECESSARY TO INSTALL THE ANCHORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE

WITH THE SPECIFICATIONS.

10. TEST LOAD, LOCK OFF LOAD, DESIGN LOAD, AND ALIGNMENT LOAD SHALL BE AS SHOWN.

TEST LOAD (125% DESIGN LOAD) - 285 KIP MAX

LOCK OFF LOAD (70% MINIMUM ULTIMATE STRENGTH) - 270 KIPS

DESIGN LOAD (60% MINIMUM ULTIMATE STRENGTH) - 230 KIPS

ALIGNMENT LOAD (10% DESIGN LOAD) - 23 KIPS

11. ROCK ANCHOR SHOWN IN DETAIL AS A BAR ANCHOR FOR REPRESENTATIVE PURPOSES. CONTRACTOR MAY DESIGN EITHER A BAR ANCHOR OR A STRAND ANCHOR. SEE SPECIFICATIONS FOR REQUIREMENTS. ROCK ANCHOR SHALL BE DESIGNED AS PERMANENT

ANCHOR MEETING CLASS I CORROSION PROTECTION PER PTI DC35.1-14.

12. GROUT TUBES NOT SHOWN FOR CLARITY.

CORRUGATED PIPE CAP

ELEVATION VARIES - SEE PROFILES

PROTECTIVE CAP GUIDE

CONTRACTOR-DESIGNED ROCK

ANCHOR - ASTM A722, TYPE II (150 KSI)

BAR ANCHOR OR ASTM A416 (270 KSI)

STRAND ANCHOR

8" MAXIMUM DIAMETER

DRILLED HOLE IN ROCK

CORRUGATED CENTRALIZER

10' - 0" OC MAX AS REQUIRED

CORRUGATED CENTRALIZER

10' - 0" OC MAX AS REQUIRED

STEEL COUPLER - IF REQUIRED, SEE SPECIFICATIONS

DO NOT USE COUPLER IN BOND LENGTH

2" MINIMUM ANNULUS BETWEEN TRUMPET

O.D. AND HOLE FOR ANCHOR

8" MAXIMUM DIAMETER DRILLED

HOLE IN CONCRETE OR MASONRY

CONTRACTOR DESIGNED STEEL TRUMPET, WELDED

TO THE BEARING PLATE & GROUTED IN PLACE

GROUT LEVELING PAD AS REQUIRED (1" MIN.)

5000 PSI GROUT WITH NON-SHRINK ADDITIVE

CONTRACTOR DESIGNED

SEE GENERAL ANCHOR NOTE 7

BEARING ELEVATION VARIES,

SEE STRUCTURAL DETAILS

CONTRACTOR DESIGNED BEARING

PLATE (ASTM A572-50 REQUIRED),

SEE GENERAL ANCHOR NOTE 6

ANCHOR HEAD NUT AND LOCK WASHER

AS REQUIRED BY MANUFACTURER

FILL WITH GROUT

TOP OF SECOND STAGE GROUT AT

BOTTOM OF ANCHOR HEADNUT

BASE OF CONCRETE CANAL WALL OR FLOOR

OF FOREBAY, SEE PROFILES, EL. VARIES

CORRUGATED TUBING,

SEE SPECIFICATIONS

CUT ANCHOR PRIOR TO INSTALLING ANCHOR HEAD CAP

STEEL ANCHOR HEAD CAP

SEE SUGGESTED ANCHOR INSTALLATION NOTE 8

GROUT SEAL

BOND BREAKER

(GREASE-FILLED PVC SHEATH)

BOND BREAKER

(GREASE-FILLED PVC SHEATH)

" T

O N

D L

N G

TOP OF FIRST

STAGE GROUT

R O

C K

C O

Y C

O N

0" M

U M

0" M

U M

VARIES

LOWERMOST CORRUGATED CENTRALIZER

1' - 0" FROM BOTTOM

PROPERTY LINE

STAGING AREA

XXXXSURVEY POINT

SIGN

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IDENTIFICATION

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ACCESS ROUTE

ACCESS ROUTE MAIN ROADS

PGE BOOM

C -0

LEGEND GENERAL CIVIL NOTES

CONSTRUCTION BY THE CONTRACTOR.

VEGETATION TO BE PRESERVED AND CLEARING LIMITS WILL BE FLAGGED IN THE FIELD PRIOR TO THE START OF (A)

EROSION CONTROL AND VEGETATION10.

UNPAVED PORTION OF THE STAGING AREA WILL BE HYDROSEEDED.

FOLLOWING CONSTRUCTION, CONSTRUCTION MATERIALS WILL BE REMOVED AND ANY DISTURBED BARE SOIL IN ANY

THE LIMITS OF THE STAGING AREA WILL BE DELINEATED IN THE FIELD BEFORE THE START OF CONSTRUCTION. (A)

CONSTRUCTION 9.

INCLUDING ROADWAY AREAS OUTSIDE OF CONSTRUCTION LIMITS DAMAGED BY CONSTRUCTION ACTIVITIES.

RESTORE ACCESS ROAD CONDITIONS AND FEATURES (FENCING, GATES, ETC...) TO PRE-CONSTRUCTION CONDITIONS (D)

STRIPES, ETC. IN KIND.

RESTORE TEMPORARY WORK AREAS TO PRE-CONSTRUCTION CONDITION. REPLACE ANY DAMAGED CURBS, PAINT (C)

HYDROSEED ANY DISTURBED NON PAVED AREAS PRIOR TO END OF CONSTRUCTION.(B)

RESTORE AC ON ALL DAMAGED AREAS, INCLUDING TEMPORARY CONSTRUCTION ACCESS AND WORK AREAS. (A)

RESTORATION AND TEMPORARY CONSTRUCTION WORK AREAS8.

DISPOSE OF UNSUITABLE MATERIALS IN AN APPROVED AND PERMITTED OFF-SITE LOCATION.(C)

THROUGHOUT CONSTRUCTION.

ADJACENT SWALES OR STORM DRAINS WILL BE MONITORED DAILY AND CLEANED TO ENSURE CONTINUED SERVICE

THE WATER, ADJACENT SWALES, CATCH BASINS AND STORM DRAINS AND OFF-SITE. ACCUMULATION OF SEDIMENT IN

INSTALL EROSION CONTROL MEASURES AS NEEDED TO PREVENT THE DISCHARGE OR ACCUMULATION OF SEDIMENT INTO (B)

ESTABLISH CONSTRUCTION STAGING AREAS, AS SHOWN ON PLANS. (A)

CLEARING, STAGING AREAS AND CONSTRUCTION ACCESS7.

CONSTRUCTION TO THEIR ORIGINAL CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR MUST BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES DISTURBED DURING 6.

HORIZONTALLY AND VERTICALLY PROJECTED PLANES, UNLESS OTHERWISE NOTED.

ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATION MUST BE INTERPRETED TO REFER TO5.

DURING CONSTRUCTION.

DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES

CONTRACTOR MUST VERIFY THE EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO AVOID

THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE4.

COST TO THE OWNER.

ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES MUST BE REPAIRED BY THE CONTRACTOR AT NO 3.

1-800-424-5555.

MAY BEGIN UNTIL THE TIME STATED ON THE LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY LOCATES IS:

. NO EXCAVATIONUNDERGROUND UTILITY FACILITY OPERATORS REQUIRED TO SUBSCRIBE TO CENTERCHAPTER 757.557 -

THROUGH THE STATE OF OREGON UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE OF OREGON LAW:

BEFORE EXCAVATION OR TRENCHING, CONTRACTOR MUST SUBMIT A UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG) 2.

NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE (COR) OF ANY DISCREPANCIES WITH RESPECT TO THE PLANS.

CONTRACTOR MUST VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING WORK AND MUST IMMEDIATELY 1.

C-001

PGE POWER PLANT

LOCK OFFICE

ARCH BRIDGE

OREGON CITY

F L O

PAPER MILL

INFO CENTER

HISTORICAL

ACCESS ROUTE

PARKING

PAPER MILL

SEISMIC UPGRADES

300' 0 300'

SCALE: 1"= 300'

C-194

LOCK 1 NAIL

BM-14

00-39-07

00-39-03

00-39-08

00-39-05 00-39-09

00-39-11

PEPC 63.771

W-723

EFP 10

R-103

00-39-12

TIDAL 2 1946

Z 208-A

00-39-06

BM 24.200

(OFF PAGE)

TERM RESET

AND PARKING

STAGING AREA

OF TRAFFIC

DIRECTION MILL ST

LOAD LIMIT 15 TONS

THE BASCULE BRIDGE

GENERAL NOTES:

I-

E T T E R

E R

H Y -4

I-

L A

M E T T E R

E R

C-002

A C

C E

S S A

N D H

A U

L R

O U

SURVEY CONTROL POINTS

N .1

C -0

X X

X .d g n

7659027.09

7658895.27

7658985.99

7663392.61

7660545.00

7657229.60

7659036.37

7657927.35

7659594.67

7658991.68

7658603.68

7657120.15

7657281.81

7658327.73

7658340.44

7658521.76

7658852.56

7658443.84

7658392.11

EASTING (FT)

623482.38

621679.89

623482.41

625901.44

623804.00

622023.25

623594.32

623545.24

623551.30

623517.36

623345.55

622154.81

622298.39

623141.69

623200.09

623304.12

623496.36

623194.97

623375.34

NORTHING (FT)

Z 208-A

W-723

TIDAL 2 1946

TERM RESET

R 103

PEPC 63-771

LOCK 1 NAIL

EFP 10

C-194

BM 24.200

BM-14

00-39-12

00-39-11

00-39-09

00-39-08

00-39-07

00-39-06

00-39-05

00-39-03

POINT NAME

31.71

130.31

42.15

41.45

66.24

67.93

36.99

230.21

55.93

48.39

28.52

69.00

68.96

60.51

61.03

48.58

45.45

60.68

100.65

ELEVATION (FT)

WEST LINN

OREGON CITY

1924 DATUM = NGVD 29. NAVD88 = NGVD29 + 3.52 FT.

VERTICAL DATUM: PGE DATUM (1924 DATUM); 2.

SPCS 3601, US SURVEY FEET

HORIZONTAL DATUM: NAD83 (2011) OREGON NORTH1.

SCALE: 1" = 300'

ACCESS AND HAUL ROUTE

S O

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IDENTIFICATION

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PORTLAND DISTRICTPORTLAND DISTRICT

WILLAMETTE RIVER

USACE

PGE

EXISTING BOOM (PGE)

WILLAMETTE RIVER

040' 40'

SCALE: 1"= 40'

SIGN

BOATS BEYOND THIS

RESTRICTED, NO

WDA-02

RIVER AT 45° ANGLE

" FACING

SIGNAGE -

E: 7,656,242

N: 621,376

EXISTING GROUND

CENTER OF SIGN ON

E: 7,656,449

N: 621,355

EXISTING GROUND

CENTER OF SIGN ON

SEE NOTE 1 AND 2.

C S

KEY PLAN:

E P

L A

N U

P S

T R

E A

M L

O C

K A

R E

CS101

N .1

C S

X X

X .d g n

FLOW

BASED ON THE VISIBLE OHW.

CONTRACTOR TO FIELD FIT THE LOCATION OF THE SIGN2.

OF FRONT OF SIGN.

CLEAR AND GRUB ALL SMALL TREES AND SHRUBS WITHIN 25' 1.

C-501

SCALE: 1" = 40'

SITE PLAN 1 - UPSTREAM LOCK AREA

S O

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IDENTIFICATION

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24.200

Z 208-A

K 1 N

TID

A L 2 1946

00-39-06

WILLAMETTE RIVER

MILL

USACE

MILL

USACE

MILL PARKING LOT

WILLAMETTE PAPER

EXISTING LOCK GATE 1

EXISTING LOCK GATE 2

030' 30'

SCALE: 1"= 30'

ATTACHED TO PILING

NO TRESPASSING SIGN

DANGER SIGN AND

94.5'

66.5'

E: 7,659,076

N: 623,559

EXISTING GROUND

CENTER OF SIGN ON

E: 7,659,092

N: 623,632

EXISTING GROUND

CENTER OF SIGN ON

THIS SIGN

BOATS BEYOND

RESTRICTED, NO

RIVER AT 45° ANGLE

" FACING

SIGNAGE - WDA-02

SEE NOTE 1 AND 2.

C S

KEY PLAN:

CS102

E P

L A

N D

O W

N S

T R

E A

M A

R E

C-501

C-502

BASED ON THE VISIBLE OHW.

CONTRACTOR TO FIELD FIT THE LOCATION OF THE SIGN2.

OF FRONT OF SIGN.

CLEAR AND GRUB ALL SMALL TREES AND SHRUBS WITHIN 25' 1.

N W

C O

E -P

W -P

-4

C S S

E P

L A

N .d g n

SCALE: 1" = 30'

SITE PLAN 2 - DOWNSTREAM AREA

S O

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PORTLAND DISTRICTPORTLAND DISTRICT

TYPE

SIZE (A)

LEGEND

FORMULA

PANEL

POST SIZE

CODE

SPECIFICATION

HEIGHT

MOUNTING

BKG/LGD

COLOR

- WTW-6/7 >9A RD/WH

>9A RD/WHENGINEERED WTW-1/2/4WRE-02 18Ax9A

18Ax9AWRE-02

SIGN

LENGTH INSIDE OF THE 2-1/2" - 12 GA. PSST.

2-1/4" - 12 GA. PSST TO EXTEND ENTIRE

M A

AND 1 NUT. (2 REQUIRED)

3/8" BOLT WITH 2 FLATWASHERS,

TOP SLIP BASE PLATE

TEFLON GASKET

BOTTOM SLIP BASE PLATE

SQUARE TUBE (PSST)

PERFORATED STEEL

WASHER

3/8" BOLT

WASHER

NUT NUT

WASHER

TOP SLIP BASE PLATE

BOLT SLEEVE

TEFLON GASKET

BOLT SLEEVE

BOTTOM SLIP BASE PLATE

WASHER

1/2" BOLT

BOTTOM SLIP BASE

ANCHOR TUBE WELDED TO

3" X 3" X 7 GUAGE

L-RAIL

SIGN

2 3

- WTW-6/7 >9A RD/WH

>9A RD/WHENGINEERED WTW-1/2/4WRE-02 18Ax9A

18Ax9AWRE-02

SIGN

UPSTREAM

SIGN

DOWNSTREAM

4' 1'1'

2 3 1

SQUARE TUBE

2-1/2" - 12 GASQUARE TUBE

2-1/4" & 2-1/2" - 12 GA

NOTE: SEE TABLE BELOW FOR "A"

SQUARE TUBE

PERFORATED STEEL

2-1/4" - 12 GA.

SQUARE TUBE

PERFORATED STEEL

2-1/2" - 12 GA.

M A

GRANULAR MATERIAL

WELL COMPACTED

SQUARE TUBE

PERFORATED STEEL

2-1/4" - 12 GA.

INSTRUCTIONS

ACCORDING TO THE MANUFACTURER'S

SIGN POST SHALL BE INSTALLED

AND NUT (3 REQUIRED)

2 SLEEVES, 2 FLAT WASHERS,

1/2" BOLT WITH

BOTTOM SLIP BASE

ANCHOR TUBE WELDED TO

3" X 3" X 7 GAUGE

-5 /8

-1 /2

1' 6"6'1' 6"

0.25X X

1.5A

0.625A

0.75A

0.5A

1.5A

18A

0.125A

M A

OHWOHW

Restricted

No Boats Beyond

This Sign

S O

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IDENTIFICATION

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1 NTS

2 NTS

3 NTS

6 NTS

4 NTS

8 NTS

5 NTS

SLIP BASE EXPLODED VIEW DETAILL RAIL POST CONNECTION

L RAIL SPLICING WITH BOLTS

SLIP BASE DETAIL

AND G = 1.14.

GENERAL DESIGN PARAMETERS ARE KZ = 0.87, CD (SIGN) = 1.20, 5.

COATING DESIGNATION G90.

STEEL SHALL BE GALVANIZED ACCORDING TO ASTM A653 WITH 4.

STEEL POST SHALL HAVE A MINIMUM YIELD STRESS OF 50 KSI.3.

BASED ON CRASH TESTING.

ACCORDING TO THE MANUFACTURER'S RECOMMENDATION AND

MATERIAL GRADE FOR BASE HARDWARE CONNECTION SHALL BE 2.

INTERIM REVISIONS.

AND TRAFFIC SIGNALS 4TH EDITION, 2001, 2002, 2003, AND 2006

FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES,

ACCORDANCE WITH THE AASHTO STANDARD SPECIFICATIONS

PERFORATED STEEL SQUARE SUPPORTS ARE DESIGNED IN1.

DANGER SIGN - EP 310-1-6a

7 NTS

AND G = 1.14.

GENERAL DESIGN PARAMETERS ARE KZ = 0.87, CD (SIGN) = 1.20, 5.

COATING DESIGNATION G90.

STEEL SHALL BE GALVANIZED ACCORDING TO ASTM A653 WITH 4.

STEEL POST SHALL HAVE A MINIMUM YIELD STRESS OF 50 KSI.3.

BASED ON CRASH TESTING.

ACCORDING TO THE MANUFACTURER'S RECOMMENDATION AND

MATERIAL GRADE FOR BASE HARDWARE CONNECTION SHALL BE 2.

INTERIM REVISIONS.

AND TRAFFIC SIGNALS 4TH EDITION, 2001, 2002, 2003, AND 2006

FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES,

ACCORDANCE WITH THE AASHTO STANDARD SPECIFICATIONS

PERFORATED STEEL SQUARE SUPPORTS ARE DESIGNED IN1.

PSST SIGN TWO POST ELEVATION VIEW

DOWNSTREAM SIGNS

2-1/4" & 2-1/2" - 12 GA PSST DETAIL

WILL BE ACCORDING TO THE MANUFACTURER'S DOCUMENTATION.

PIECES OF A SLIP BASE SYSTEM. SPECIFIC SLIP BASE MATERIAL

MANUFACTURER AND ARE ONLY SHOWN TO CONVEY GENERAL

SLIP BASE DETAILS SHOWN ARE NOT FOR A SPECIFIC 7.

OREGON STANDARD SPECIFICATIONS 00150.35.

AND UNSTAMPED WORKING DRAWINGS ACCORDING TO 2021

OR SUBMIT CRASH TESTING DATA, INSTALLATION INSTRUCTIONS,

USE SLIP BASES LISTED ON THE ODOT QUALIFIED PRODUCTS LIST 6.

INSTRUCTIONS.

AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S

ALL SLIP BASES SHALL BE PRE-ASSEMBLED BY THE MANUFACTURER5.

BASED ON CRASH TESTING.

ACCORDING TO THE MANUFACTURER'S RECOMMENDATION AND

MATERIAL GRADE FOR BASE HARDWARE CONNECTION SHALL BE 4.

SPECIFICATIONS 00440.14.

PLACEMENT ACCORDING TO 2021 OREGON STANDARD

00440. THE CGC MIXTURE MAY BE ACCEPTED AT THE SITE OF

(FC = 3000 PSI) PER 2021 OREGON STANDARD SPECIFICATIONS

FOOTING CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE 3.

APPROVED EQUAL.

SLIP BASE STEEL SHALL BE HOT DIPPED GALVANIZED OR 2.

BASED ON CRASH TESTING.

ACCORDING TO THE MANUFACTURER'S RECOMMENDATION AND

MATERIAL GRADE FOR BASE HARDWARE CONNECTION SHALL BE 1.

C-501

PSST SIGN TWO POST ELEVATION VIEW

UPSTREAM SIGNS

N A

G E D

E T

N W

C O

E -P

W -P

-4

-C

N A

G E D

E T

S .d g

TYPE

SIZE (A)

LEGEND

FORMULA

PANEL

POST SIZE

CODE

SPECIFICATION

HEIGHT

MOUNTING

BKG/LGD

COLOR

RD/WHWTW-3/5/6WDA-24 2"

SIGN

L-RAIL

SIGN

0.25X X

1.5A

0.625A

0.75A

0.5A

1.5A

0.125A

36"

PILING

TYPE

SIGN

SIZE (A)

LEGEND

FORMULA

PANEL POST SIZE

CODE

SPECIFICATION

HEIGHT

MOUNTING

BKG/LGD

COLOR

REG-04

0.25X X

1.5A

0.625A

0.75A

0.5A

1.5A

0.125A

60"0.75" HDO-5/ALU-5 SB/WH

32.25" X 18"

ATTACHED TO PILING

2. SEE DETAILS 10 AND 11 FOR CONNECTIONS TO PILING

1. SEE TABLE BELOW FOR "A".

NOTES:

2. SEE DETAILS 10 AND 11 FOR CONNECTIONS TO PILING

1. SEE TABLE BELOW FOR "A".

NOTES:

19.252" X 5.625"

Restricted Area

Keep Out

U.S. Government Property

Danger

No Trespassing S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

IDENTIFICATION

SHEET

S E

N D S

A F

E T

Y U

P G

R A

D E

U .S

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 D

T R

P O

R T

L A

N D

O R

E G

O N

R O

T H

E R

D E

N E

D B

D R

A W

N B

R O

T H

E R

C H

E C

K E

D B

J S

K R

D E

S U

B M

T E

D B

P L

O T S

C A

L E

E N

A M

P L

O T D

A T

D R

A W

G N

U M

B E

X X

C O

N T

R A

C T N

S O

A T

N N

D A

T E

M A

M c C

U R

D Y P .E

L A

M E

T T

E F

A L L S L

O C

N A

A T

N L

O C

A N

S I

B C

O E

S R

E V

E P

T E

M B

E R

9 NTS

10 NTS

11 NTS

L RAIL SPLICING WITH BOLTS

DANGER SIGN - EP 310-1-6a

C-502

N A

G E D

E T

L RAIL PILING CONNECTION

12 NTS

NO TRESPASSING SIGN - EP 310-1-6a

N W

C O

E -P

W -P

-4

-C

N A

G E D

E T

S .d g

CONCRETE SECTION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION 4

LESS THAN 12 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

TABLE 1 - CONCRETE COVER

LENGTH

EMBEDMENT

HOOK

MINIMUM

NUMBER

BAR SIZE

LENGTH

SPLICE

TOP BAR

LENGTH

SPLICE

OTHER BARS

#4 TO #11 BARS

#4 TO #6 BARS

#7 TO #9 BARS 3

INCHES

COVER UNO,

MINIMUM CLEAR

LENGTH

DEVELOPMENT

TOP BARS

LENGTH

DEVELOPMENT

OTHER BARS

(f'c = 4500 PSI)

MINIMUM SPLICE AND DEVELOPMENT LENGTHS (INCHES)

ACI 318-19 EQUATION 25.4.2.3a

TABLE 2

GREATER THAN 24 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

12" AND LESS THAN 24" IN THICKNESS:

FORMED AND SCREEDED SURFACES GREATER THAN

- TRUCK, PNEUMATIC TIRE

- FORKLIFT, HARD RUBBER TIRE

- SINGLE WHEEL

FORKLIFT / WORK TRUCK

WHEEL W/ RUBBER COATING (CART)

TIRE (TRUCK) AND HARD METAL

- SINGLE WHEEL, HARD RUBBER

CART AND TRUCK

- FORKLIFT, HARD RUBBER TIRE

W/ RUBBER COATING

- ROTOR CART, HARD METAL WHEELS

ROTOR REMOVAL

8K 32K

20K 20K 5K5K

TRUCKCART

30K 15K 5K

ROTOR FORKLIFT

14'-0" MAX

5'-0" MIN

6'-0" MAX

3'-0" MIN

2'-0" MIN

6'-0" MAX

6'-0"8'-0"11'-0"

3'-0" MIN

6'-0" MAX

(SEE NOTE)

12'-0" MAX

5'-5"8'-0" MIN

AXLE LOAD

CART WHEEL SPACING VARIES FROM 4'-4" TO 6'-0".

DIMENSIONS FOR FORKLIFT ONLY.

NOTE:

FLEET TYPE

AXLE LOAD

CASE*

- 62.0 FT EXTREME PGE FOREBAY WSE

- 58.5 FT NORMAL PGE FOREBAY WSE

- 51.4 FT NORMAL LOCK AND SHIP CANAL WSE

HYDROSTATIC LOADS:

- 0.15G S1

- 0.44G SS

- 0.21G PGA

MDE (950-YEAR RETURN PERIOD)

- 0.03G S1

- 0.11G SS

- 0.05G PGA

OBE (144-YEAR RETURN PERIOD)

SEISMIC LOADS

- 20 PSF DESIGN WIND FORCE

EXPOSURE B

- 109 MPH BASIC WIND SPEED

WIND LOADS

- 6 PSF DESIGN ICE LOAD

ICE LOAD

- 20 PSF MINIMUM ROOF SNOW LOAD

- 9 PSF GROUND SNOW LOAD PG

SNOW LOADS

VEHICLE AXLE LOADS:

- 150 PSFADDITIONAL LIVE LOAD IN CONJUNCTION WITH VEHICLE WHEEL LOADS

- 400 PSF LIVE LOAD INDEPENDENT OF VEHICLE WHEEL LOADS

DISTRIBUTED LOADS:

LIVE LOADS

- 145 PCF UNREINFORCED CONCRETE

- 150 PCF REINFORCED CONCRETE

- 175 PCF BASALT MASONRY BLOCKS

SELF WEIGHT OF ALL STRUCTURES

DEAD LOADS

DESIGN LOADS

PTI DC35.1-14, RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL ANCHORS, 2014

OREGON STRUCTURAL SPECIALITY CODE, 2019

ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019

ER 1110-2-1806, EARTHQUAKE DESIGN AND EVALUATION FOR CIVIL WORKS PROJECTS, 2016

EM 1110-1-2907, ROCK REINFORCEMENT, 1980

EM 1110-2-2502, RETAINING AND FLOOD WALLS, 1989

EM 1110-2-2104, STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES, 2016

EM 1110-2-2100, STABILITY ANALYSIS OF CONCRETE STRUCTURES, 2005

DESIGN CODES

1.3 THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS.

1.2 SEE SHEET G-002 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

1.1 SEE SHEET G-001 FOR DRAWING INDEX.

1. SCOPE

STRUCTURAL NOTES

75FT OF THE DECK ABOVE THE CONCRETE CANAL WALL.

AXLE LOAD CASE 3 ONLY APPLIES TO THE EASTERN-MOST

*AXLE LOAD CASES 1 AND 2 APPLY TO THE ENTIRE DECK.

CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

6.3 TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH

VARIANCES FROM ACI MUST NOT BE CONSTRUED AS CHANGES IN THE A.C.I. REQUIREMENTS.

6.2 THE TABLES PROVIDED ARE ONLY FOR FIELD INSPECTION REFERENCE. ANY OMISSIONS OR

BE AS DESCRIBED IN ACI 318-19 U.N.O., AND ARE SHOWN IN THE TABLES.

6.1 DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS USED IN THIS CONTRACT MUST

6. REINFORCEMENT TABLE (60 KSI), REFER TO TABLE 2.

THE BREAKING OF BOND BETWEEN THE REINFORCING BARS AND FRESHLY PLACED CONCRETE.

5.9 VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS MUST BE SUPPORTED TO PREVENT

AS DETAILED IN THE DRAWINGS.

UNLESS SHOWN IN THE DRAWINGS. REBAR MUST CONTINUE ACROSS CONSTRUCTION JOINTS

5.8 REINFORCING BARS MUST NOT CONTINUE ACROSS AN EXPANSION OR CONTRACTION JOINT

5.7 ALL BARS MUST BE SPACED AS SHOWN ON DRAWINGS.

WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A STANDARD 90° HOOK

DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG

E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR

L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND

THE SHORT LEG INDICATES THE FOLLOWING:

WITH AN OUTSIDE-TO-OUTSIDE DIMENSION (NOT BAR LENGTH) OF 7'-6". A LETTER OR DIMENSION ON

5.6 A NOTATION SUCH AS FOLLOWING THE BAR SIZE AND SPACING INDICATES A BENT BAR

(CLASS B) BY ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING THE INDICATED LAP LENGTH.

5.5 A SYMBOL SUCH AS INDICATES REINFORCING BARS TO BE STAGGER LAP SPLICED

5.4 BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS OF BARS.

BAR SPLICE LOCATIONS MUST BE DESIGNED BY THE CONTRACTOR AND SHOWN ON SUBMITTALS.

5.3 UNLESS NOTED OTHERWISE, ALL HOOKS MUST BE STANDARD HOOKS AS DEFINED BY ACI 318-19.

5.2 ALL REINFORCEMENT STEEL MUST CONFORM TO ASTM…

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