C - Drawings.pdf

C O

L U

M B

I A R I V E R

W I L

L A

M E

T T

E R

I V

E R

PORTLAND

BEAVERTON

GRESHAM

MILWAUKIE

LAKE

OSWEGO

GLADSTONE

OREGON

CITY

WILSONVILLE

TIGARD

TUALATIN

VANCOUVER

CAMAS

TROUTDALE

NW 219TH ST

TUALATIN

P A

C

IF

IC

HW

Y

W

99E

99E

99E

ROA D

L O

W E

R R

IV

E

R R

D

L O

W E

R R

IV

ER

N

EW FOURTH

PLAIN RD

N E

7T

H A

VE

N

E

N

D

AV

E

LEWIS AND CLARK HWY

SE POWELL BLVD

NE SANDY

BLVD

N LOMBARD ST

NE COLUMBIA BLVD

SAUVIE

ISLAND

Y

WH

CI FI CAP

W

ILL

AMETT

E

R

IV

ER

CLACKAMAS

R

IVER

HILLSBORO

SW

SW

SCHOLLS

FE

RR

Y

HWY

H

IL

LS

BO

R O

S

IL

VE

R

TO

N

H W

Y

RIVER RD

FARMINGTON

RD

HWY219

219 210

SUNSET HWY

10BEAVERTON HILLSDALE HWY

SW

CANYON RD

SW BASELINE ST

9t h

AV

5t h

AV

LONGVIEW

KELSO

WOODLAND

ST. HELENS

LA CENTER

BATTLE GROUND502

99W

99W

99W

VALLEY

YAMHILL

HWY

GALES

CREEK

RD

WILSON

RIVER

HWY

N

EH

AL

EM

HW

Y VERNONIA

BANKS

FOREST

GROVE

CORNELIUS

GASTON

YAMHILL

CARLTON

NORTH

PLAINS

DUNDEE

NEWBURG

LAFAYETTE

SAINT

PAUL

MCMINNVILLE

CANBY

BARLOW

AURORADONALD

KING CITY

SCAPPOOSE

RIDGEFIELD

PROJECT

LOCATION

PROJECT LOCATION:

KELLOGG CREEK WATER

RESOURCE RECOVERY

FACILITY (WRRF)

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G1

TITLE SHEET, VICINITY AND

LOCATION MAPS

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

A. MAAS

CLACKAMAS WATER ENVIRONMENT SERVICES

KELLOGG CREEK WATER RESOURCE RECOVERY FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

30% REVIEW SUBMITTAL

30% DESIGN INFORMATION FOR UV PROCUREMENT PACKAGE

INDEX OF DRAWINGS

DRAWING NUMBER DRAWING NAME

GENERAL

G1 TITLE SHEET, VICINITY AND LOCATION MAPS

G2 GENERAL NOTES AND LEGEND

G3 DISINFECTION AREA PERSPECTIVE VIEW - NEW

CONDITIONS

G4 CONSTRUCTION SEQUENCING PLAN

G5 DESIGN CRITERIA AND PROCESS FLOW DIAGRAM

G6 HYDRAULIC PROFILE

PROCESS

P1 P&ID PROCESS LEGEND AND ABBREVIATIONS

P2 P&ID - UV DISINFECTION CHANNELS 1

P3 P&ID - UV DISINFECTION CHANNELS 2

DEMOLITION

D1 DEMOLITION LOWER PLAN

D2 DEMOLITION UPPER PLAN

VICINITY MAP

LOCATION MAP

INDEX OF DRAWINGS

DRAWING NUMBER DRAWING NAME

STRUCTURAL

S1 STRUCTURAL NOTES

S2 STRUCTRUAL SPECIAL INSPECTIONS

S3 STRUCTURAL OVERALL PLAN

S4 UV CANOPY

S5 ELECTRICAL SHELTER

S6 TIE-IN VAULT

MECHANICAL

M1 MECHANICAL LEGEND AND ABBREVIATIONS

M2 MECHANICAL LOWER PLAN

M3 MECHANICAL UPPER PLAN

M4 MECHANICAL SECTIONS

M5 MECHANICAL SECTIONS

M6 MECHANICAL DETAILS

ELECTRICAL

E1 ELECTRICAL LEGEND AND ABBREVIATIONS

E2 ELECTRICAL ONE-LINE DIAGRAM

E3 ELECTRICAL LOAD SCHEDULES

E4 480V SITE PLAN

M1

D1

INDICATES DETAIL NUMBER

INDICATES DRAWING / SHEET

WHERE DETAIL IS SHOWN

INDICATES SECTION LETTER

INDICATES DRAWING / SHEET

WHERE SECTION IS SHOWN

INDICATES DETAIL NUMBER INDICATES SECTION LETTER

INDICATES DRAWING / SHEET

WHERE SECTION IS REFERRED TO

DEMOLITION PHOTO NUMBER

INDICATES DRAWING / SHEET

WHERE PHOTO IS SHOWN

APPROXIMATE VIEW DIRECTION OF PHOTO

OR EXISTING EQUIPMENT OR

MATERIALS TO BE REMOVED

NEW FACILITIES (SOLID)

EXISTING (SCREENED)

HIDDEN LINE, BURIED OR

FUTURE IMPROVEMENTS

PROPERTY LINE

CENTERLINE

WATER SURFACE

AT

AND

ROUND OR DIAMETER

ANGLE

CENTER LINE

GENERAL NOTE

KEY NOTE DESIGNATION1

1.

G GENERAL

P PIPING & INSTRUMENTATION DIAGRAM (P&ID)

D DEMOLITION

C CIVIL

A ARCHITECTURAL

S STRUCTURAL

M MECHANICAL

E ELECTRICAL

I INSTRUMENTATION & CONTROL

M4

DISCIPLINE DESIGNATOR SHEET NUMBER

1.

2.

3.

4.

5.

6.

7.

THE LOCATIONS OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT,

AND OTHER ITEMS SHOWN ON DRAWINGS AREA ARE APPROXIMATE.

THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS

OF ALL EXISTING ITEMS PRIOR TO CONSTRUCTION.

MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF PER

LOCAL, STATE, AND FEDERAL REGULATIONS.

CONTRACTOR TO COORDINATE PARKING, MATERIAL STORAGE,

EQUIPMENT STORAGE, AND STAGING AREA WITH OWNER.

ENTRANCE AND EXIT ROUTES TO THE PROJECT SHALL BE

COORDINATED WITH OWNER.

ALL SITE CONSTRUCTION AND UTILITY RELOCATION ACTIVITIES

SHALL BE DONE WITHOUT DISRUPTION TO THE TREATMENT

FACILITIES' DAILY OPERATION. INDIVIDUAL UNIT PROCESSES MAY BE

TAKEN OFF-LINE FOR A LIMITED PERIOD OF TIME TO PERFORM

CONSTRUCTION ACTIVITIES AS SPECIFIED IN THE CONTRACT

DOCUMENTS. ANY UNIT PROCESS TAKEN OFF-LINE WILL BE

COORDINATED THROUGH THE OWNER.

RETAIN AND PROTECT ALL EXISTING ITEMS NOT DESIGNATED TO BE

REMOVED OR MODIFIED.

THE P&ID DRAWINGS ONLY DEPICT PROCESS EQUIPMENT, PROCESS

PIPING, PROCESS VALVING, AND ASSOCIATED INSTRUMENTATION

PROVIDED FOR THIS PROJECT. REFER TO THE MECHANICAL

DRAWINGS FOR INFORMATION ON ALL OTHER EQUIPMENT, PIPING,

VALVING, AND APPURTENANCES TO BE MODIFIED OR RECONFIGURED

UNDER THIS PROJECT.

SCREENED ELEMENTS ON AREA MAPPING AND ON PROCESS AND

INSTRUMENTATION DRAWINGS REPRESENTS EXISTING FACILITIES

OR ELEVATIONS.

SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENT

EXISTING FACILITIES OR FACILITIES TO BE CONSTRUCTED UNDER

THIS CONTRACT WHICH, IF DRAWING IN SOLID LINES, WOULD

OBSCURE THE PARTICULAR DETAILS BEING SHOWN. CONSULT THE

ENGINEER IF SCREENING OF ANY ELEMENTS IS NOT SELF-

EXPLANATORY.

SUBTITLE

DETAIL

SCALE: NONE -

SUBTITLE

SECTION

SCALE: NONE M1

A

LEGEND VIEW TITLES AND REFERENCES GENERAL NOTES

DETAILS

PHOTOS

SECTIONS

SHEET NAMING CONVENTION

DISCIPLINE DESIGNATOR AND DISCIPLINE ORDER

SHEET NUMBER COMPONENTS

SCREENING

PLATE OR PROPERTY LINEPL EQUIPMENT LABELING CONVENTION

ACT ACTUATOR

B BLOWER

CKV CHECK VALVE

CV CONTROL VALVE

DISC DISCONNECT

FE FLOW ELEMENT

JBOX JUNCTION BOX

HTR HEATER

IV ISOLATION VALVE

COMMONLY USED EQUIPMENT TYPE ABBREVIATIONS:

LCP LOCAL CONTROL PANEL

MIX MIXER

P PUMP

SG SLIDE GATE

SV SOLENOID VALVE

T TANK

UVLB UV LIGHT BANK

VFD VARIABLE FREQUENCY DRIVE

XFMR TRANSFORMER

EQUIPMENT TYPE ID NUMBER

BUILDING OR AREA NUMBER

XXX##-###

LOOP NUMBER

DETAIL REFERENCES SECTION REFERENCES

A M1

MATCH LINES

MATCH LINE AND SHEET REFERENCE

MATCH LINE SEE SHEET M1

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G2GENERAL NOTES AND LEGENDKELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

A. MAAS

30% REVIEW SUBMITTAL

TIE-IN VAULT

42" FLOW METER

42" SE

EXIST 42" SE

EXIST 42" SE

FROM SECONDARY

CLA

RIFIERS

UV CANOPY

UV POWER PANEL, TYP

UV LIGHT BANKS, TYP

6" D

6" SC

ELECTRICAL SHELTER

SAMPLER

UV TRAIN 2

UV TRAIN 1

DOWNWARD OPENING WEIR

GATES W/ ACTUATORS (BEHIND)

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOTES:

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G3

DISINFECTION AREA PERSPECTIVE

VIEW - NEW CONDITIONS

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

30% REVIEW SUBMITTAL

DISINFECTION AREA

PERSPECTIVE VIEW

NO SCALE -

1. THIS DRAWING IS A PERSPECTIVE VIEW AND IS INCLUDED

FOR THE CONTRACTOR'S CONVENIENCE ONLY. REFER TO

DETAILED DRAWINGS FOR CONSTRUCTION WORK.

DN

UP

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G4

CONSTRUCTION SEQUENCING

PLAN

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

A. MAAS

30% REVIEW SUBMITTAL

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

PLAN

N

1.

2.

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

PRELIMINARY BYPASS

ALTERNATIVE 1: ONE UV CHANNEL AT A TIME, MINIMUM BYPASS PUMPING

ELECTRICAL SERVICE, ELECTRICAL AND CONTROLS BUILDING, NEW CANOPY:

INSTALL NEW FEEDER FROM GENERATOR SWITCHGEAR TO NEW BUILDING SLAB.

CONSTRUCT NEW BUILDING AND NEW CANOPY WITH NEW LIGHTING. DO WE HAVE

TO WAIT FOR THE EXISTING BRIDGE CRANE TO BE DEMO'D?

RUN CONDUIT FROM NEW ELECTRICAL AND CONTROLS CABINETS IN NEW

BUILDING TO THE UV CHANNEL FUTURE EQUIPMENT LOCATIONS.

UV UNITS:

ONE CHANNEL OUT OF SERVICE AT A TIME, TEMPORARY BULKHEAD LIKELY

NEEDED BETWEEN CURRENT INFLUENT CHANNEL AND UV UNITS.

DEMO EXISTING UV UNITS AND EFFLUENT LEVEL CONTROL GATE IN ONE

CHANNEL. SET NEW UV BANKS AND LOCAL EQUIPMENT. INSTALL NEW EFFLUENT

CONTROL GATE.

REMOVE BULKHEAD FROM CHANNEL 1 AND TEST OPERATION OF NEW

EQUIPMENT.

INSTALL TEMPORARY BULKHEAD IN CHANNEL 2, DEMO EXISTING UV UNITS AND

EFFLUENT LEVEL CONTRL. SET NEW UV BANKS AND LOCAL EQUIPMENT. INSTALL

NEW EFFLUENT CONTROL GATE.

REMOVE BULKHEAD FROM CHANNEL 2 AND TEST OPERATION OF NEW

EQUIPMENT.

VAULT INSTALLATION:

EXCAVATION AND INSTALLATION OF NEW "DOG HOUSE" VAULT. INSTALLATION OF

ALTERNATE/UPDATED EFFLUENT COMPOSITE SAMPLER LINE TO ALLOW FOR

SAMPLING WHEN FLOW IS GOING OVER WEIR AT THE END OF THE WEST CCB.

BYPASS FROM SECONDARY CLARIFIER LAUNDER/ DOWNSTREAM OF WEIR AND

TO THE PARSHALL FLUME FOR THE SELECT TREAT. PROVIDE DISINFECTION

THROUGH CHLORINATION AND THE USE OF THE CCB ONLY.

CUT OUT SECTION OF PIPE AND INSTALL NEW MAGMETER, DOWNSTREAM

ISOLATION VALVE, PIPING TO UV INFLUENT CHANNEL, AND ISOLATION GATE INTO

UV CHANNELS. REPLACE UV CHANNEL INFLUENT GATES.

TEST NEW MAGMETER AND CONTROL GATES. PLACE NEW UV SYSTEM IN

SERVICE AND ISOLATE FLOW FROM THE CCB (I.E. ALL FLOW IS THROUGH UV).

REPLACE PIPING WITHIN THE CCB.

1.

2.

1.

2.

3.

4.

5.

ALTERNATIVE 2: BOTH UV CHANNELS AT THE SAME TIME, SHORTER CONSTRUCTION DURATION

ELECTRICAL SERVICE, ELECTRICAL AND CONTROLS BUILDING, NEW CANOPY:

INSTALL NEW FEEDER FROM GENERATOR SWITCHGEAR TO NEW BUILDING SLAB. CONSTRUCT NEW BUILDING AND NEW CANOPY WITH NEW LIGHTING. DO WE HAVE TO WAIT FOR THE EXISTING BRIDGE CRANE TO BE DEMO'D?

RUN CONDUIT FROM NEW ELECTRICAL AND CONTROLS CABINETS IN NEW BUILDING TO THE UV CHANNEL FUTURE

EQUIPMENT LOCATIONS.

UV UNITS, ETC:

INSTALL ALTERNATE/UPDATED EFFLENT COMPOSITE SAMPLER LINE TO ALLOW FOR SAMPLING WHEN FLOW IS

GOING OVER WEIR AT THE END OF THE WEST CCB.

BYPASS FROM SECONDARY CLARIFIER LAUNDER/ DOWNSTREAM OF WEIR AND TO THE PARSHALL FLUME FOR THE

SELECT TREAT.

PROVIDE DISINFECTION THROUGH CHLORINATION AND THE USE OF THE CCB ONLY. EXCAVATE AND INSTALL NEW "DOG HOUSE" VAULT. CUT OUT SECTION OF PIPE AND INSTALL NEW MAGMETER, DOWNSTREAM ISOLATION VALVE, PIPING TO UV INFLUENT CHANNEL, AND ISOLATION GATE INTO UV CHANNELS. DEMO BOTH EXISTING UV UNITS, INFLUENT GATES, LEVEL CONTROL GATES. SET NEW UV BANKS AND LOCAL EQUIPMENT. INSTALL NEW INFLUENT

AND EFFLUENT CONTROL GATE.

TEST OPERATION OF NEW UV SYSTEM, NEW MAGMETER, AND GATES. PLACE NEW UV SYSTEM IN SERVICE AND

ISOLATE FLWO FROM THE CCB.

REPLACE PIPING WITHIN THE CCB. DEMO EXISTING BRIDGE CRANE AND INSTALL NEW CANOPY AND LIGHTING IF

NOT PREVIOUSLY DONE.

AERATION BASIN NO. 4

AERATION BASIN NO. 3

AERATION BASIN NO. 2

AERATION BASIN NO. 1

SECONDARY

CLARIFIER NO. 2

SECONDARY

CLARIFIER NO. 1

PRIMARY

CLARIFIER NO. 2

PLANT PUMP

STATION

HEADWORKS

PRIMARY

CLARIFIER NO. 1

DISINFECTION AREA:

UV TRAINS & CHLORINE

CONTACT BASIN

ACTIVATED

SLUDGE

RECIRCULATION

PUMP STATION

SOLIDS

HANDLING

COMPLEX

SLUDGE

HOLDING

TANK

SCUM

HOLDING

TANK

BLOWER

BUILDING

PRIMARY

SLUDGE

PUMP

STATION

MILWAUKIE

METERING

STATION

JUNCTION

BOX

SLUDGE

LOADING

DOCK

TO PLANT

WASTEWATER

TO OUTFALL IN

WILLAMETTE

RIVER

PRIMARY EFFLUENT

MI

XE

D

LIQ

UO

R

SECONDARY

SPLITTER BOX

RECIRCULATED ACTIVATED SLUDGE

WASTE ACTIVATED SLUDGE

PRIMARY SCUM

PRIMARY SLUDGE

FROM LOWER

KELLOGG CREEK

INTERCEPTOR

FROM NORTH

MILWAUKIE SEWER

CONNECTIONS

FROM SOUTH

MILWAUKIE SEWER

CONNECTIONS

PLANT

WASTEWATER

PRIMARY SLU

DGE

SECONDARY SCUM

RECIRCULATED

ACTIVATED SLUDGE

SECONDARY EFFLUENT

PR

IM

AR

Y

EF

FL

UE

NT

PL

AN

T

BY

PA

SS

FLOW

MANAGEMENT

PARSHALL

FLUME

RE

CI

RC

UL

AT

ED

AC

TI

VA

TE

D

SL

UD

GE

TEMP

CONSTRUCTION

BYPASS

LEGEND

PLANT PROCESS

PLANT BYPASS

SLUDGE

SCUM

DESIGN CRITERIA

UV DISINFECTION

TYPE HORIZONTAL, LOW-PRESSURE

CHANNELS 2

BANKS PER CHANNEL 3*

LAMPS / BANK XXX*

kW / LAMP XXX*

UV TRANSMITTANCE 55%

DOSE 24 mJ/cm²*

SINGLE CHANNEL FLOW MAX 12.5 MGD*

TWO CHANNEL FLOW MAX 25 MGD*

*TO BE FINALIZED AFTER UV SUPPLIER SELECTION

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G5

DESIGN CRITERIA AND PROCESS

FLOW DIAGRAM

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

WILLAMETTE

RIVER

100-YEAR FLOOD

EL = 33.00

25-YEAR FLOOD

EL = 27.00

48"

T.O. WALL

EL = 36.00

36"/42"

30"

WEIR

EL = 32.60

T.O. WALL

EL = 36.00

WEIR

EL = 35.00

42"30"

T.O. WALL

EL = 39.75

30"

WEIR

EL = 38.50

T.O. WALL

EL 42.25

GRIT EFFLUENT WEIR

EL = 40.00

T.O. WALL

EL = 45.00

FROM

INFLUENT

PUMP

STATION

HGL

1 40.40 2 40.63 3 40.75 4 40.94

HGL

1 40.35 2 40.51 3 40.59 4 40.71

HGL

1 38.75 2 39.03 3 39.21 4 39.60

HGL

1 38.64 2 38.67 3 38.69 4 38.71

HGL

1 37.78 2 37.90 3 37.93 4 38.03

HGL

1 34.69 2 35.06 3 35.62 4 35.62

HGL

1 33.54 2 34.59 3 35.03 4 35.03

HGL

1 32.90 2 32.93 3 32.95 4 32.95

HGL

1 31.07 2 31.42 3 31.72 4 31.75

HGL

1 30.10 2 30.10 3 30.10 4 30.10

HGL

1 30.73 2 30.73 3 30.74 4 30.74

EFFLUENT

BOX

UV

DISINFECTION

SECONDARY

CLARIFIERS

AERATION

BASIN

PRIMARY

CLARIFIERS

PRIMARY

CLARIFIER

INFLUENT

SPLIT BOX

GRIT

CHAMBER

INFLUENT

SCREENING

36"/42"

GATE OPEN WEIR

EL = 29.75

DOWNWARD

OPENING GATE WEIR

T.O. WALL

EL = 36.00

FLUME INVERT

EL = 30.25

T.O. WALL

EL = 39.1

DIVERSION

CONTROL GATE

T.O. WALL

EL = 39.75

BOTTOM OF

V-NOTCH WEIR

EL = 38.50

EL = 28.50

EL = 30.00 EL = 29.50

EL = 16.00

CHLORINE CONTACT BASIN

(WEST BASIN)

PARSHALL

FLUME

DIVERSION

BOX

PRIMARY

CLARIFIER NO. 1

INFLUENT FLOW

(MGD)BOX

LEGEND

MAIN FACILITY HYDRAULIC PROFILE

(THROUGH UV DISINFECTION CHANNELS)

FLOW MANAGEMENT SYSTEM HYDRAULIC PROFILE

(THROUGH CHLORINE CONTACT DISINFECTION BASIN)

ORDINARY HIGH WATER

EL = 18.28

CONSTANT WSL OF XX

MAINTAINED BY LEVEL CONTROL

GATES TO BE COORDINATED WITH

SELECTED UV MANUFACTURER

HGL

1 N/A 2 N/A 3 N/A 4 36.73

HGL

1 N/A 2 N/A 3 N/A 4 32.32

HGL

1 N/A 2 N/A 3 N/A 4 32.13

HGL

1 N/A 2 N/A 3 N/A 4 30.36

HGL

1 N/A 2 N/A 3 N/A 4 30.07

RAS

(MGD)

SELECT TREAT

FLOW (MGD)

SCREEN

CHANNELS

PRIMARY

CLARIFIERS

UV

CHANNELS

AERATION

BASINS

SECONDARY

CLARIFIERS

WSL REGULATED BY

SCREEN CONTROLS

MAXIMUM UPSTREAM

WSL = 31.00

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 G6HYDRAULIC PROFILEKELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

M

L

F

T

H

S

M

S

LINE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS MECHANICAL EQUIPMENT, INSTRUMENT, AND MISCELLANEOUS SYMBOLS ABBREVIATIONS

VALVE AND GATE SYMBOLS

PRIMARY ELEMENT SYMBOLS

EQUIPMENT LABELING CONVENTION

GENERAL INSTRUMENT OR FUNCTION SYMBOLS

PIPE SIZE, SERVICE, AND

MATERIAL IDENTIFICATION

NOTE THE PIPING COLOR CODING SCHEMES SHOWN ON DRAWINGS

ARE FOR CLARITY ONLY, AND DO NOT REPRESENT THE ACTUAL

COLORS THAT EACH PIPING SYSTEM WILL BE PAINTED. REFER TO

SECTION 40 05 00 FOR THE ACTUAL COLOR CODING SCHEMES OF

EACH PIPING SYSTEM TO BE PROVIDED FOR THIS PROJECT.

LINE DESCRIPTION

FIRST LETTER SUCCEEDING LETTERS

PROCESS CONNECTORS

LINE CONNECTIONS MECHANICAL ELECTRICAL

CONNECTED

NOT CONNECTED

ANALOG I/O SIGNALS DISCRETE I/O SIGNALS

INPUT OUTPUT INPUT OUTPUT

(FOR REFERENCE ONLY. SEE SITE AND MECHANICAL DRAWINGS)

CONNECTION TO SYSTEM

OUTSIDE OF PROJECT

CONNECTION TO PROCESS

WITHIN PROJECT

MAIN PROCESS FLOW (WITH TYPICAL

DIRECTION OF FLOW SHOWN)

MAIN (EXISTING)

SUBSIDIARY PROCESS FLOW

INSTRUMENT SUPPLY, PROCESS TAPS,

NON-PROCESS FLOW

PNEUMATIC SIGNAL

ELECTRIC CONTROL SIGNAL

SOFTWARE OR DATA LINK

MECHANICAL LINK

HYDRAULIC LINE

STRUCTURES AND SPECIAL EQUIPMENT

EQUIPMENT BOUNDARY

AIR LINE

ELECTROMAGNETIC OR SONIC SIGNAL

(GUIDED)

ELECTROMAGNETIC OR SONIC SIGNAL

(UNGUIDED)

ELECTRIC POWER SUPPLY, VOLTAGE AS

NOTED

CAPILLARY TUBE OR FILLED SYSTEM

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T U

V

W X

Y

Z

MEASURED OR

PROCESS

VARIABLE

MODIFIER READOUT OR

PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER

ANALYSIS ALARM

USER'S CHOICE CONTROL

DEVIATION

FLOW, FLOW RATE RATIO (FRACTION)

HIGHHAND

POWER SCAN

LEVEL LIGHT LOW

USER'S CHOICE USER'S CHOICE USER'S CHOICE

RADIATION RECORD RUN

TEMPERATURE

MULTIVARIABLE

MULTIFUNCTION TRANSMIT

MULTIFUNCTION

WEIGHT, FORCE UNCLASSIFIED

UNCLASSIFIED X AXIS UNCLASSIFIED

BURNER,

COMBUSTION USER'S CHOICE

DIFFERENTIAL,

DIFFERENCE

SENSOR (PRIMARY

ELEMENT)

GLASS, VIEWING

DEVICE

CURRENT

(ELECTRICAL)

TIME, RATE OF

CHANGE

MIDDLE,

INTERMEDIATE

INTEGRATE,

TOTALIZE

INTEGRATE,

TOTALIZE

POINT (TEST)

CONNECTION

ORIFICE,

RESTRICTION

SPEED,

FREQUENCY

EVENT, STATE,

PRESENCE

POSITION,

DIMENSION

VIBRATION,

MECHANICAL

ANALYSIS

WELL, PROBE VALVE, DAMPER,

OR LOUVER

USER'S CHOICE USER'S CHOICE

CONTROL STATIONTIME, SCHEDULE

USER'S CHOICE

PRESSURE

QUANTITY

USER'S CHOICE OPEN

VOLTAGE

SAFETY SWITCH STOP

AUXILIARY DEVICEY AXIS

Z AXIS

USER'S CHOICE

USER'S CHOICE

INDICATE

USER'S CHOICE

FIELD

MOUNTED ACCESSIBLE TO

OPERATOR

BEHIND THE

PANEL

ACCESSIBLE TO

OPERATOR

BEHIND THE

PANEL

PRIMARY LOCATION ALTERNATE LOCATION

SHARED DISPLAY,

SHARED CONTROL

PROGRAMMABLE

LOGIC CONTROLLER

PILOT LIGHT OR LED

ADDITIONAL INSTRUMENT AND FUNCTION SYMBOLS INSTRUMENT SYMBOL LEGEND

MOTOR CONTROL

CIRCUIT

VARIABLE

FREQUENCY DRIVE

CONTROL CIRCUIT

MOTOR STARTER

MANUAL RESET

HARDWIRED

INTERLOCK

INSTRUMENT SHARING

COMMON HOUSING

A = INSTRUMENT IDENTIFICATION

LETTERS (SEE TABLE ABOVE)

B = LOOP NUMBER

C = MODIFIER

D = SEQUENCE

E = USER

CENTRIFUGAL

PUMP

PROGRESSIVE

CAVITY PUMP

SUBMERSIBLE

PUMP

ROTARY

PUMP

METERING

PUMP

MIXER

POLYMER/

SLUDGE MIXER

SUBMERSIBLE

MIXER

STATIC MIXER

SCREW CONVEYOR,

HORIZONTAL

BLOWER

AIR

COMPRESSOR

FAN

SILENCER

FILTER SCREEN

OR STRAINER

HEAT TRACE

MOTOR

BACKFLOW

PREVENTER

FILTER OR

SEPARATOR

DRIP TRAP

DRAIN

IN-LINE PRESSURE

SENSOR

LUBRICATOR

DAMPER

INJECTOR

DIAPHRAGM SEAL

RUPTURE DISK,

PRESSURE

RUPTURE DISK,

VACUUM

WATER HAMMER

ARRESTOR

PULSATION

DAMPENER

PLANT WATER SUPPLY FOR

PUMP SEAL OR VALVE

WATER

REDUCER

EXPANSION JOINT

FLEXIBLE HOSE

CONNECTION

FLANGE

UNION

Y STRAINER

FLOW

STRAIGHTENING

VANE

CAP OR PLUG

BLIND FLANGE

PURGE

HOSE BIBB

CONNECTION

SPRAYER

EYE WASH

HORN UNIT

STROBE UNIT

GATE VALVE

3-WAY GATE

VALVE

BALL VALVE

GLOBE VALVE

PLUG VALVE

PLUG VALVE,

ECCENTRIC

NEEDLE VALVE

TEMPERING

VALVE

BUTTERFLY VALVE

VENTED BALL VALVE

SWING CHECK VALVE

WAFER CHECK VALVE

BALL CHECK VALVE

DIAPHRAGM VALVE

SELF-ACTUATED

REGULATING VALVE

PINCH VALVE

SELF-ACTUATED

REGULATING VALVE

W/EXTERNAL TAP

COMBINATION

AIR/VACUUM RELEASE

VALVE

PRESSURE SAFETY

VALVE

MUD VALVE

AIR RELEASE VALVE

VACUUM RELEASE

VALVE

DUCK BILL CHECK

VALVE

OPERATORS

VALVE SYMBOL LEGEND

GATE SYMBOLS

HAND WHEEL

MOTORIZED

CYLINDER ACTUATOR

SOLENOID

DIAPHRAGM

VALVE SIZE

SHADED = CLOSED

UNSHADED = OPEN

SLUICE

GATE

FLAP

GATE

STOP

GATE

SLIDE

GATE

ORIFICE PLATE

WEIR

FLOW NOZZLE MAGNETIC

FLOWMETER

SINGLE PORT PITOT TUBE

OR PITOT-VENTURI TUBE

FLUME VENTURI ULTRASONIC LEVEL

OR FLOWMETER

AVERAGING

PITOT TUBE

CEN CENTRIFUGE

CV CONTROL VALVE

CONV CONVEYOR

GR GRINDER

IV ISOLATION VALVE

MTR MOTOR

MIX POLYMER MIXING SYSTEM

COMPONENT

COMMONLY USED TYPE ABBREVIATIONS:

PRV PRESSURE REDUCING VALVE

P PUMP

SC SCREEN

SG SLIDE GATE

SV SOLENOID VALVE

T TANK

VFD VARIABLE FREQUENCY DRIVE

AC ACID

AL ALUM

ARD ACID RINSE DRAIN

AS AIR SUPPLY

BD BACK DRAFT

CA COMPRESSED AIR

CCC CHLORINE CONTACT CHANNEL

CCB CHLORINE CONTACT BASIN

CD CONDENSATE

CHF CHEMICAL FILL

CLA CLASS A RECLAIMED WATER

CN CENTRATE

CONN CONNECTION

CP CONTROL PANEL

CPA CONTROL POWER AVAILABLE

D GRAVITY DRAIN

DAFT DISSOLVED AIR FLOATATION

THICKENER

DCS DECHLORINATION SYSTEM

DS DIGESTED SLUDGE

ED EQUIPMENT DRAIN

EX EXISTING

EFF EFFLUENT

ES ELECTRICAL SUPPLY

E-STOP EMERGENCY STOP

F FIRE SPRINKLER

FAE FOUL AIR EXHAUST

FC FULLY CLOSED

FD FLOOR DRAIN

FE FINAL EFFLUENT

FIL FILTRATE

FL FAIL LAST

FLT FAULT

FO FULLY OPEN

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FV FUEL OIL, GASOLINE OR OIL

VENT

G STOP GATE

GR GRIT

H2S HYDROGEN SULFIDE

HIM HUMAN INTERFACE MODULE

HMI HUMAN-MACHINE INTERFACE

HOA HAND-OFF-AUTO

HOR HAND-OFF-REMOTE

HP HORSEPOWER

HWL HIGH WATER LINE

HWN,WNH NON-POTABLE WATER (HOT)

HWS DOMESTIC HOT WATER SUPPLY

IA INSTRUMENT AIR

ISB INTRINSICALLY SAFE BARRIER

ISR INTRINSICALLY SAFE RELAY

IV ISOLATION VALVE

I/O ON/OFF

JOR JOG-OFF-REMOTE

LCP LOCAL CONTROL PANEL

LHRS LOW TEMPERATURE HEAT

RESERVOIR SUPPLY

LHRR LOW TEMPERATURE HEAT

RESERVOIR RETURN

LOR LOCAL-OFF-REMOTE

LRS LOCAL-REMOTE-STOP

LSR LOWER-STOP-RAISE

ML MIXED LIQUOR

MS MOTOR STARTER

MUD MUD VALVE

MV MOTORIZED VALVE

NaOH SODIUM HYDROXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

OA ODOROUS AIR

OC OPEN-CLOSE

OF OVERFLOW

OIL CENTRIFUGE OIL LUBE

OIT OPERATOR INTERFACE

TERMINAL

OSC OPEN-STOP-CLOSE

OSCA OPEN-STOP-CLOSE-AUTO

OT OVER TEMPERATURE

PA PROCESS AIR

PD PUMPED DRAINAGE

PE PRIMARY EFFLUENT

PLC PROGRAMMABLE LOGIC

CONTROLLER

PLE PLANT EFFLUENT

PLY DRY POLYMER

PSO POLYMER SOLUTION

PSV PRESSURE SAFETY VALVE

PV PNEUMATIC VALVE

PVC POLYVINYL CHLORIDE

Q FLOW

RNG RUNNING

RP RAW POLYMER

RS RAW SEWAGE

RWP RAIN WATER PIPE

SA SERVICE AIR

SAM SAMPLE

SC SCUM

SD SANITARY DRAIN

SDS SCREENED/DEGRITTED

SEWAGE

SE SECONDARY EFFLUENT

SG SLUICE GATE

SLD SLOP DRAIN

SLG SLIDE GATE

SN SUPERNANANT

SPL SAMPLE

STD STORM DRAIN

SV SOLENOID VALVE

TCN TEMPORARY CENTRATE

TD TANK DRAIN

TDS TEMPORARY DIGESTED

SLUDGE

THS THICKENED SLUDGE

TURB TURBIDITY

TWN TEMPERED NON-POTABLE

WATER

UNO UNLESS NOTED OTHERWISE

UV ULTRAVIOLET

UVLB UV LIGHT BANK

UVPP UV POWER PANEL

V VENT

VAC VACUUM

VFD VARIABLE FREQUENCY DRIVE

WP POTABLE WATER

WN NON-POTABLE WATER

WR RECLAIMED WATER

WS PUMP SEAL PURGE WATER

PIPE DIAMETER

IN INCHES

FLOW STREAM

IDENTIFICATION

MS I

R

SCREW CONVEYOR,

VERTICAL

VERTICAL TURBINE

PUMP

ROTAMETER

ROTAMETER, WITH

INTEGRAL VALVE

FLEXIBLE TANK

CONNECTION

TEE

TANK

PRESSURE

VESSEL

WELDED CAP

TURBINE PUMP

SUBMERSIBLE

PUMP, RAIL

MOUNTED

REGULATED SIDE

AIR RELEASE

NO NC

NO NC

NO NC

EQUIPMENT /VALVE TYPE ID NUMBER

BUILDING NUMBER (IF USED)

XXX##-###

A B

C

DE

SIGHT TUBE

DOUBLE DISC CHECK

VALVE

SNUBBER

SPRAY NOZZLE

DISCRETE

INSTRUMENT

OR

OR

BUBBLER

CLOSE

120V

ID SHEET

SYSTEM ID

8" SYS

VFD

M

PERISTALTIC

PUMP

W

P

OPEN CHANNEL FLOW

WEIR OVERFLOW

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 P1

P&ID PROCESS LEGEND AND

ABBREVIATIONS

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

M

M

M

D

ACT-2940

HS

????B

OSC

HS

????A

HOA

ZSC

ZSO

HS

4563A

HOA

HS

4563B

OSC

ZSC

ZSO

ACT-7006-3

G-7006-3

KCTP-2939

KCTP-2940

KCTP-2942

ACT-2942

HS

4561B

OSC

HS

4561A

HOA

ZSC

ZSO

KCTP-2943

HS

????B

OSC

HS

????A

HOA

ZSC

ZSO

ACT-2943

FI

FL

OW

ZI

O4

FU

LL

O

PE

N

ZI

C4

FU

LL

C

LO

SE

YI

FA

IL

SE

DISTRIBUTION

BOX

FIT

FE

SE

CCB NO. 1

CCB NO. 2

ACT-2939

HS

4181B

OSC

HS

4181A

HOA

ZSC

ZSO

P

RO

FI

NE

T

P

RO

FI

NE

T

P

RO

FI

NE

T

(BELOW)

(BELOW)

(BELOW)

D D

P

RO

FI

NE

T

P

RO

FI

NE

T

DC

S

DI

FF

US

ER

DCS

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

TIE-IN VAULT

FROM

DECHLORINATION

SYSTEM

FROM

SECONDARY

CLARIFIERS

A P3

UV CONTROL

PANEL

PNL-UV-1

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 P2

P&ID - UV DISINFECTION CHANNELS

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

D. MILES

M

M

M

M

UV CONTROL

PANEL

PNL-UV-1

480 480V 480V

480V 480V 480V

DA

TA

H

IG

HW

AY

UVLB-2A

UVLB-1A

UVPP-1A

UVLB-2B

UVLB-1B

UVPP-2B

UVLB-2C

UVLB-2C

UVPP-1C

UVPP-2C

UV CHANNEL NO. 2

UV CHANNEL NO. 1

PLE

SAM

SAM

TO

SAMPLE

PUMPS

HS

SS

ARD

6" D

KCTP-2944

UV DIFFUSERS

UV CLEANING BASIN

CHLORINE CONTACT

CHAMBERS SCUM SUMP

6" D

LSL

7004-2

LSL

7004-1

OUTFALL

KCTP-2937

KCTP-2837

KCTP-2826

P

RO

FI

NE

T

HS

????A

HOA

HS

????B

OSC

ZSC

ZSO

ACT-2837

HS

????A

HOA

HS

????B

OSC

ZSC

ZSO

ACT-2826

HS

????B

OSC

HS

????A

HOA

ZSC

ZSO

ACT-2937

P

RO

FI

NE

T

P

RO

FI

NE

T

ZC

O?

OP

EN

G

AT

E

ZC

C?

CL

OS

E

GA

TE

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ZC

O?

OP

EN

G

AT

E

ZC

C?

CL

OS

E

GA

TE

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

FROM DECK

FLOOR DRAINS

A P2

PLE

UVPP-1B

UVPP-2A

AE

7004-1

UVT

AE

7004-2

AE

7004-1

UVT

AE

7004-2

CLEANING

SYSTEM

CONTROL

PANEL

CSC-1

HS

????A

LOR

PB

????A

1A CLEAN CYC

PB

????A

1B CLEAN CYC

PB

????A

1C CLEAN CYC

PB

????A

2A CLEAN CYC

PB

????A

2B CLEAN CYC

PB

????A

2C CLEAN CYC

1.

2.

3.

PART OF UV SUPPLIER PREPROCUREMENT PACKAGE.

PROFINET DATA MAP TO BE COORDINATED WITH

MANUFACTURER AND OWNER PRIOR TO FACTORY

ACCEPTANCE TESTING. DATA MAPPING TO BE

CONFIRMED VIA EXCEL AND GSDML FILES SUBMITTED

FOR REVIEW AND APPROVAL.

UV SYSTEM TO CONTROL UV CHANNEL INFLUENT GATE

POSITION.

TO PLANT NETWORK

(IN CHEM BLDG)

AE

-1

UV

T

RA

NM

IT

TA

NC

E

AE

-2

UV

T

RA

NM

IT

TA

NC

E

PL

C

FLOW CONDITIONER

(IF REQ. BY UV MANF.)

HS

????B

OSC

HS

????A

HOA

ZSC

ZSO

HS

????B

OSC

HS

????A

HOA

ZSC

ZSO

ZC

O?

OP

EN

G

AT

E

ZC

C?

CL

OS

E

GA

TE

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

ACT-28XX

ACT-28XX

P

RO

FI

NE

T

P

RO

FI

NE

T

ZC

O?

OP

EN

G

AT

E

ZC

C?

CL

OS

E

GA

TE

ZI

O?

FU

LL

O

PE

N

ZI

C?

FU

LL

C

LO

SE

YI

FA

IL

DOWNWARD

OPENING WEIR

GATES

3 (IF NOT INTEGRATED

INTO MAIN PANEL / IF

REQ. BY UV MFR)

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOTES:

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 P3

P&ID - UV DISINFECTION CHANNELS

KELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

D. MILES

EXIST 42" SE

EXIST 42" SE

DEMO PORTION

OF 42" SE

EXIST 30" PE

EXIST 30" PE

DEMO CHANNEL

MOUNT SLIDE

GATES

EXISTING

SLIDE GATES

CORE HOLE

FOR NEW 42"

SE PIPING

6'

- 4

1/ 2"

4 1

/2"

3/

4"

DEMO EXIST 6" D

DEMO EXIST LEVEL

CONTROLLERS

UV TRAIN 2

UV TRAIN 1

DEMO EXIST 6" SC

DEMO EXIST UV LIGHT BANK, 6 PLCS DEMO MUD

VALVE STEM

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 D1DEMOLITION LOWER PLANKELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

30% REVIEW SUBMITTAL

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

LOWER

PLAN

DEMO FLOOR DRAIN

DEMO ACTUATORS

PEDESTALS, AND STEMS

ON EXISTING WALL-MOUNT

SLIDE GATE

DEMO EFFLUENT

SAMPLER SYSTEM

DEMO CRANEDEMO CRANE TRACKS

DEMO CRANE WIRE REEL AND PEDESTALDEMO CHANNEL COVER, TYP

DEMO AREA LIGHTING

AND PEDESTAL, TYP

DEMO EXIST UV

POWER PANEL, 6 PLCS

DEMO PROPELLER

FLOW METER

DEMO BLOWER, ABANDON

PEDESTAL IN PLACE

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 D2DEMOLITION UPPER PLANKELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

B. MOSS/E. SHEETS

A. PETERSON

30% REVIEW SUBMITTAL

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

UPPER

G1 SCOPE

G. GENERAL STRUCTURAL

THE NOTES AND DETAILS ON THIS DRAWING ARE GENERAL AND APPLY

TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC

INDICATIONS TO THE CONTRARY.

G2 APPLICABLE SPECIFICATIONS AND CODES

CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2022 OREGON

STRUCTURAL SPECIALTY CODE (OSSC) AND SHALL GOVERN EXCEPT

WHERE OTHER APPLICABLE CODES OR THE CONTRACT DOCUMENTS

ARE MORE RESTRICTIVE.

G3 ALTERNATIVE DESIGNS

THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE

BID BASIS DESIGN. HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS

MAY BE CONSIDERED IF THE CONTRACTOR SUBMITS PLANS WITH

SUBSTANTIATING CALCULATIONS AND TEST DATA WHICH BEAR A

OREGON STATE LICENSED ENGINEERS SEAL AND SIGNATURE FOR

APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE WHOSE EFFORTS FOR REVIEW OF SUCH

ALTERNATIVE DESIGNS SHALL BE PAID FOR BY THE CONTRACTOR.

G4 DIMENSIONS

STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO FIELD

CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. DEVIATIONS FROM THAT WHICH IS SHOWN ON THE

DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES

SHOWN ON THE DRAWINGS.

G5 CONSTRUCTION LOADS

STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE

COMPLETED STRUCTURE. DURING CONSTRUCTION, THE STRUCTURES

SHALL BE PROTECTED BY BRACING AND SUPPORTS AS REQUIRED. THE

CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND MAINTENANCE

OF TEMPORARY SUPPORTS. THE DESIGN OF THE TEMPORARY

SUPPORTS SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE

STATE OF THE PROJECT AND HIRED BY THE CONTRACTOR.

G6 PROVISIONS FOR EQUIPMENT

MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,

OPENINGS, PIPE SLEEVES, RECESSES AND REVEALS NOT SHOWN ON

THE STRUCTURAL DRAWINGS, BUT REQUIRED BY OTHER CONTRACT

DRAWINGS SHALL BE PROVIDED FOR, PRIOR TO CASTING CONCRETE.

F1 DESIGN CODE

F. STRUCTURAL DESIGN

DESIGN IS IN ACCORDANCE WITH THE 2022 OSSC.

F2 FOUNDATION DESIGN

DESIGN BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED

BY XX DATED XXX.

(1) ALLOWABLE BEARING PRESSURE = 1500PSF*

(2) FROST DEPTH = 18 INCHES

(3) ACTIVE SOIL PRESSURE = 32 PCF (EXCLUDES HYDROSTATIC)

(4) AT-REST SOIL PRESSURE = 55 PCF (EXCLUDES HYDROSTATIC)

(5) SURCHARGE PRESSURE = 75 PCF (UNIFORM)

(6) SEISMIC SOIL PRESSURE = 14H PSF (UNIFORM)

(7) STATIC PASSIVE PRESSURE = 300 PCF

(8) SEISMIC PASSIVE PRESSURE = 350 PCF

(9) FRICTION COEFFICIENT = 040

(10) GROUND WATER ELEVATION = 3 FEET BGS

(11) SEE GEOTECHNICAL REPORT FOR PILE CAPACITIES

*LIQUEFACTION RISK - 3 TO 6 INCHES OF LIQUEFACTION INDUCED

SETTLEMENT FOR NON-PILE SUPPORTED STRUCTURES / SHALLOW

FOUNDATIONS, SEE GEOTECHNICAL REPORT FOR MORE INFORMATION

A. LIVE

L. DESIGN LOADS

(1) FOUNDATION SLABS / SLABS-ON-GRADE = 250 PSF

(2) ELEVATED PLATFORMS = 100 PSF

(3) ROOF = 20 PSF / 300 LB CONCENTRATED

(4) STAIRS = 100 PSF / 300 LB CONCENTRATED

(5) TRAFFIC RATED SURFACES = AASHTO HL-93

B. SNOW

(1) GROUND SNOW LOAD Pg = 20 PSF

(2) FLAT ROOF SNOW LOAD Pf = 25 PSF

(3) RISK CATEGORY III

(4) IMPORTANCE FACTOR Is = 1.1

(5) EXPOSURE FACTOR Ce = 0.9

(6) THERMAL FACTOR Ct = 1.1

C. WIND

(1) NOMINAL DESIGN WIND SPEED = 89 MPH

(2) ULTIMATE DESIGN WIND SPEED = 115 MPH

(3) RISK CATEGORY III

(4) IMPORTANCE FACTOR Iw = 1.0

(5) WIND EXPOSURE D

(6) INTERNAL PRESSURE COEFFICIENTS

ENCLOSED BUILDING GCpi = +/- 0.18 OPEN BUILDING GCpi = +/- 0.00

D. SEISMIC

(1) RISK CATEGORY III

(2) IMPORTANCE FACTOR le = 1.25

(3) SITE CLASS = D

(4) SS = 1.332 S1 = 0.543

(5) SDS = 0.888 SD1 = 0.543

(6) SEISMIC DESIGN CATEGORY = D

(7) ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

(8) BNR BASIN MECHANICAL / ELECTRICAL BUILDING

INTERMEDIATE PRECAST SHEAR WALLS (R = 4.0)

CS = 0.2777 / V= 264k

C1 APPLICABLE CODE

C. CAST-IN-PLACE CONCRETE

CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2019

EDITION OF THE ACI BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318, AND TO THE 2021 EDITION OF THE ACI CODE

REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE

STRUCTURES, ACI 350, WHERE APPLICABLE.

C2 REINFORCING STEEL DETAILS

DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL,

UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH DETAILS

AND DETAILING OF CONCRETE REINFORCEMENT ACI 315.

C3 DESIGN STRENGTHS

A. CAST-IN-PLACE CONCRETE

(1) WATER RETAINING STRUCTURES - f'c = 5000 PSI @ 28 DAYS

(2) GENERAL USE/BUILDING FOUNDATION - f'c = 4500 PSI @ 28

DAYS

B. MAX WATER TO CEMENTITIOUS MATERIAL RATION PER

SPECIFICATIONS

C. MINIMUM CEMENTITIOUS MATERIAL CONTENT PER

SPECIFICATIONS

D. AIR CONTENT PER SPECIFICATIONS

E. REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60

F. GROUT SHALL BE ASTM C 1107 WITH f'c = 7000 PSI @ 28 DAYS

G. CONCRETE SHALL BE PROPORTIONED TO MEET THE AVERAGE

COMPRESSIVE STRENGTH REQUIREMENTS IN ACI 301.

C4 CONCRETE COVER

CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS:

A. FOOTINGS AND FOUNDATION MATS CAST ON GROUND - 3"

B. FORMED OR FINISHED SURFACES - 2"

C5 DOWELS

DOWELS SHALL BE AT LEAST THE SAME SIZE AND SPACING AS BARS

WITH WHICH THEY ARE LAPPED. THE DOWEL EMBEDMENT SHALL BE AS

REQUIRED BY ACI 318 OR AS NOTED.

C6 BAR SPLICES

SPLICES OF REINFORCING STEEL BAR SHALL BE IN ACCORDANCE WITH

SCHEDULE SHOWN ON CONCRETE DETAILS AND ACI 318 AND SHALL BE

CLASS B UNLESS OTHERWISE NOTED. THE LENGTH OF LAP SPLICE OF

BARS OF DIFFERENT DIAMETER SHALL BE BASED ON THE SMALLER

DIAMETER. BAR SPLICES MAY ALSO BE MADE BY WELDING IN

ACCORDANCE WITH AWS SPEC D 1.4 IF APPROVED BY THE ENGINEER.

C7 RESTRICTED BAR ANCHORAGE

IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR

AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ADJACENT

CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS

POSSIBLE AND END IN STANDARD HOOKS.

C8 STANDARD HOOKS

BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO

THE REQUIREMENTS OF ACI 318.

C9 CHAMFERS

EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS

AND EDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL

NOT HAVE FILLETS.

C10 CAST-IN-PLACE CONCRETE ANCHORS

ANCHORS SHALL BE HEADED BOLTS OF ASTM F1554 GRADE 55 (WITH

SUPPLEMENT S1) WITH ASTM A563 HEAVY HEXAGONAL NUTS AND ASTM

A36 PLATE WASHERS WITH MINIMUM SIZE CONFORMING TO TABLE 14-2

OF THE CURRENT AISC STEEL CONSTRUCTION MANUAL, UNLESS

NOTED OTHERWISE. ALTERNATELY, ANCHORS SHALL BE THREADED

AND NUTTED ROD CONFORMING TO ASTM F1554 GRADE 55 (WITH

SUPPLEMENT S1) WITH THE EMBEDDED NUT THREADED ON AND

WELDED TO THE ROD. ALL MATERIALS SHALL BE HOT DIP GALVANIZED.

C11 POST-INSTALLED CONCRETE ANCHORS

ADHESIVE ANCHORS AND THEIR PROPERTIES SUCH AS DIAMETER,

SPACING, EDGE DISTANCE, EMBEDMENT AND MATERIAL/FINISH SHALL

CONFORM TO THE DETAILS IN THESE DRAWINGS. ADHESIVE SHALL BE

HILTI HIT-HY 200 OR APPROVED EQUAL. THREADED ROD SHALL BE

F1554 GRADE 55 (WITH SUPPLEMENT S1) HOT DIP GALVANIZED UNLESS

NOTED OTHERWISE. POST-INSTALLED ANCHORS SHALL BE STAINLESS

STEEL WHERE NOTED ON THE DRAWINGS.

C12 INSTALLATION OF POST-INSTALLED CONCRETE ANCHORS

ALL ADHESIVE ANCHORS SHALL BE INSTALLED IN STRICT

CONFORMANCE TO MANUFACTURER'S DIRECTIONS. ALL HOLES SHALL

BE HAMMER DRILLED WITH A CARBIDE BIT.

C13 SPECIAL WEATHER CONCRETING

FOR SPECIAL WEATHER CONCRETING (HOT & COLD CONCRETING)

ADHERE TO REPORTS OF ACI COMMITTEE 305, "HOT WEATHER

CONCRETING", AND ACI 306, "COLD WEATHER CONCRETING".

C14 CURING

CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 308.1.

C15 CONSTRUCTION JOINTS

LOCATION OF CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF

THE ENGINEER. CONSTRUCTION JOINTS SHALL BE DETAILED AS SHOWN

ON THE DRAWINGS. UNLESS A METAL KEYED FORM IS USED, ALL

CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A MINIMUM 1/4"

AMPLITUDE. ALL JOINT SURFACES SHALL BE THOROUGHLY CLEANED TO

REMOVE GREASE, LOOSE CONCRETE, AND LAITANCE OR OTHER BOND

REDUCING MATERIAL. SURFACES SHALL BE SATURATED SURFACE DRY

PRIOR TO PLACING FRESH CONCRETE.

C16 CRACK CONTROL JOINTS

CCJ INDICATES A 1/8" WIDE CONTINUOUS SAW CUT CRACK CONTROL

JOINT FILLED WITH ELASTOMERIC JOINT SEALANT. JOINTS SHALL BE

SAWCUT AS SOON AS POSSIBLE, TYPICALLY WITHIN 4-12 HOURS AFTER

THE CONCRETE HAS BEEN FINISHED. VERTICAL CONTROL JOINTS SHALL

BE FORMED WITH 3/4" CHAMFER STRIP AND FILLED WITH ELASTOMERIC

JOINT SEALANT. THE ELASTOMERIC JOINT SEALANT SHALL CONFORM

TO ASTM C920, TYPE S OR M, GRADE NS, CLASS 50.

C17 WATERSTOP

WATERSTOP SHALL BE FLEXIBLE PVC MEETING THE REQUIREMENTS OF

CE CRD-C572. FACTORY FABRICATED T'S AND L'S.

C18 CONCRETE FINISHES

CONCRETE FINISHES SHALL CONFORM TO PROJECT SPECIFICATIONS.

C19 PIPE PENETRATIONS

MAINTAIN CLEARANCE BETWEEN REBAR AND ALL NON-PVC PIPING OR

SLEEVES OF NOT LESS THAN 1" OR NOT LESS THAN 1-1/3 TIMES THE

NOMINAL MAXIMUM AGGREGATE SIZE, WHICHEVER IS GREATER. ALL

WET/SUBMERGED LOCATION SHALL HAVE WEEP RINGS UNLESS NOTED

OTHERWISE.

P1 DESIGN

PC. PRECAST CONCRETE

PRECAST CONCRETE COMPONENTS AND STRUCTURES SHALL BE

DESIGNED BY THE PRECAST SUPPLIER. THIS INCLUDES GRAVITY AND

LATERAL LOAD RESISTING SYSTEMS, FOUNDATIONS, WALLS, TOP SLABS,

OPENINGS AND ANY ACCESSORIES. STRUCTURES SHALL BE DESIGNED

ACCORDING TO THE LOADS REQUIRED BY THE APPLICABLE BUILDING

CODE AND IN ACCORDANCE WITH ACI AND PCI STANDARDS. DESIGN

LOADS SHALL NOT BE LESS THAN THOSE SHOWN ON THE DRAWING.

MATERIAL SPECIFICATIONS SHALL BE AS SHOWN ON THE DRAWINGS.

DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE STAMPED AND

SIGNED BY AN ENGINEER IN THE STATE OF PROJECT LOCATION.

P2 FABRICATION

THE PRECAST MANUFACTURER SHALL BE REGULARLY ENGAGED IN THE

DESIGN AND FABRICATION OF PRECAST STRUCTURES AND CERTIFIED BY

PCI. FABRICATION SHALL BE IN ACCORDANCE WITH PCI AND ACI

STANDARDS. PRODUCT DATA AND SHOP DRAWINGS SHALL BE SUBMITTED

FOR REVIEW AND SHALL BE APPROVED PRIOR TO FABRICATION.

P3 RESPONSIBILITY

PARAMETRIX IS NOT RESPONSIBLE FOR THE DESIGN OF ANY ASPECTS OF

THESE COMPONENTS OR STRUCTURES.

E1 GENERAL

E. EXISTING CONCRETE MODIFICATIONS

THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE

ARE GENERAL AND APPLY TO THE ENTIRE PROJECT, UNLESS

OTHERWISE SPECIFIED.

E2 SURFACES

A. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW

CONCRETE SHALL BE THOROUGHLY CLEANED AND ROUGHENED

TO MIN 1/4 INCH AMPLITUDE AND WET TO SATURATED SURFACE

DRY CONDITION JUST PRIOR TO PLACEMENT OF NEW CONCRETE.

PROVIDE EXPANDING WATERSTOP BETWEEN EXISTING AND NEW

CONCRETE WHERE WATERTIGHT CONSTRUCTION IS REQUIRED.

B. NEW OPENINGS IN EXISTING CONCRETE SHALL BE NEATLY SAW

CUT TO THE REQUIRED FINISHED SIZE PRIOR TO REMOVING THE

EXISTING CONCRETE.

C. EXPOSED REINFORCING BARS IN CUT SURFACES SHALL BE CUT

BACK 1" BELOW CONCRETE SURFACE AND REPAIRED WITH EPOXY

GROUT.

E3 OPENINGS

WHERE "PLUG EXISTING OPENING" IS INDICATED, CONTRACTOR SHALL

REMOVE ANY ATTACHED METALWORK, CONCRETE CURBS OR

PROJECTIONS. ROUGHEN AND KEY EXISTING CONCRETE, SATURATE

SURFACE DRY, AND POUR NEW CONCRETE FLUSH WITH ADJACENT

SURFACES.

S1 CODES AND SPECIFICATIONS

S. STEEL

STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND

STANDARDS AS CONTAINED IN THE 14TH EDITION OF THE AISC MANUAL

OF STEEL CONSTRUCTION.

S2 MATERIAL

W-SHAPES SHALL CONFORM TO ASTM A992 (A572/50)

PLATES, ANGLES, CHANNELS, AND S-SHAPEDS SHALL CONFORM TO

ASTM 36

TUBES (HSS) SHALL CONFORM TO ASTM A500, GRADE B OR C

PIPES SHALL CONFORM TO ASTM A53, GRADE B

HOLLOW STRUCTURAL SECTIONS SHALL MEET ASTM A500 GRADE B.

PIPE SHALL MEET ASTM A53 TYPE E OR S GRADE B. BOLTS SHALL MEET

ASTM A325.

HEAVY HEXAGONAL NUTS SHALL MEET ASTM A563.

WASHERS SHALL MEET ASTM F436.

S3 WELDING

WELDING SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE -

STEEL". ELECTRODES SHALL BE E70XX GROUP, LOW HYDROGEN. LIGHT

GAUGE STEEL WELDING SHALL CONFORM TO AWS D1.3.

WELDING SHALL BE CONDUCTED BY WELDERS CERTIFIED BY THE AWS.

S4 HOT-DIP GALVANIZING

UNLESS OTHERWISE NOTED, ALL STEEL FABRICATIONS SHALL BE HOT-

DIPPED GALVANIZED AFTER FABRICATION.

SS1 CODES AND SPECIFICATIONS

SS. STAINLESS STEEL

STAINLESS STEEL CONSTRUCTION SHALL CONFORM TO THE

SPECIFICATIONS AND STANDARDS AS CONTAINED IN THE 14TH EDITION

OF THE AISC MANUAL OF STEEL CONSTRUCTION IN CONJUNCTION WITH

AISC DESIGN GUIDE 27.

SS2 MATERIAL

STRUCTURAL SHAPES, BARS AND PLATES INDICATED ON THE

DRAWINGS SHALL BE STAINLESS STEEL TYPE 316. WHERE SHAPES,

BARS OR PLATES WILL BE WELDED, THE MATERIAL SHALL BE TYPE 316L.

PLATE, SHEET AND STRIP SHALL BE ASTM A240.

BARS AND SHAPES SHALL BE ASTM A276.

HOLLOW STRUCTURAL SECTIONS SHALL BE ASTM A554.

BOLTS AND OTHER FASTENERS SHALL BE STAINLESS STEEL TYPE 316.

STAINLESS STEEL BOLTS AND THREADED ROD SHALL CONFORM TO

ASTM F593 ALLOY GROUP 2 CONDITION CW.

STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 ALLOY GROUP

2 CONDITION CW.

STAINLESS STEEL WASHERS SHALL BE STAINLESS STEEL TYPE 316

MEETING THE DIMENSIONAL REQUIREMENTS OF ASTM F436.

SS3 WELDING

WELDING SHALL CONFORM TO AWS D1.6 STRUCTURAL WELDING CODE

FOR STAINLESS STEEL. WELDING SHALL BE CONDUCTED BY WELDERS

CERTIFIED BY THE AWS. WELD FILLER MATERIAL SHALL BE PRE-

QUALIFIED FILLER METAL PER AWS D1.6.

H1 SUBGRADE AND STRUCTURAL FILL

H. FOUNDATIONS

SUBGRADE AND BACKFILL SHALL BE IN ACCORDANCE WITH THE

RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT AND AS

SHOWN ON THE CIVIL DRAWINGS.

AB ANCHOR BOLT

AFF ABOVE FINISHED FLOOR

CLR CLEAR

d PENNY WT (NAIL)

DS DOWNSPOUT

EF EACH FACE

EW EACH WAY

FDN FOUNDATION

F/G FIBERGLASS

GLB GLUE LAMINATED BEAM

STRUCTURAL ABBREVIATIONS

C CHANNEL

HP H PILE SHAPE

HSS HOLLOW STRUCTURAL SHAPE

L ANGLE

M MISCELLANEOUS SHAPE

MC MISCELLANEOUS COLUMN

ROLLED STEEL SHAPES

MB MACHINE BOLT

MO MASONRY OPENING

PT PRESSURE TREATED

PWD PLYWOOD

T&B TOP AND BOTTOM

TJI TRUSS JOIST I BEAM

OR EQUIVALENT

TOC TOP OF CONCRETE

TOW TOP OF WALL

PL PLATE

S S SHAPE

SCH PIPE SCHEDULE

ST, WT TEES CUT FROM S OR

W SHAPES

W WIDE FLANGE

M1 MASONRY DESIGN IS BASED ON FULL ALLOWABLE STRESSES.

M2 HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C90 (NORMAL

WEIGHT WITH MINIMUM ULTIMATE COMPRESSIVE STRENGTH f'm - 2000

PSI.

M3 MASONRY GROUT SHALL CONFROM TO ASTM C476 AND SHALL HAVE A

MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI.

M4 MORTAR SHALL CONFORM TO ASTM TYPE S (2800 PSI MIN.).

M5 WHERE DRAWINGS REQUIRE ANCHOR BOLTS OR EXPANSION BOLTS TO

BE INSTALLED IN MASONRY OR GROUTED MASONRY, CELLS OF NEW OR

EXISTING MASONRY SHALL BE GROUTED BY POURING OR PRESSURE

AS REQUIRED TO ACHIEVE SOLID BOLT ANCHORAGE.

M6 VERTICAL CELLS TO BE FILLED WITH GROUT SHALL BE VERTICALLY

ALIGNED TO PROVIDE A CONTINUOUS UNOBSTRECTED OPENING FROM

TOP TO BOTTOM OF WALL.

M7 GROUT FOR FILLING CELLS SHALL BE FLUID, PLACED BY ACCEPTABLE

PRESSURE GROUTING PROCEDURES IN MAXIMUM 4'-4" LIFTS AND

CONSOLIDATED IN PLACE BY VIBRATION OF OTHER METHODS WHICH

ENSURE COMPLETE FILL OF CELLS. ALL CELLS CONTAINING BARS OR

ANCHOR BOLTS SHALL BE FULLY GROUTED.

M8 HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL MORTAR

COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL

ALSO BE BEDDED WHERE THEY ARE ADJACENT TO CELLS TO BE

REINFORCED AND/OR FILLED WITH GROUT AND IN THE STARTING

COURSE ON FOOTINGS AND SOLID FOUNDATION WALLS.

M. MASONRY

REVISIONS

PRE

LIM

INA

RY

ONE INCH AT FULL SCALE.

IF NOT, SCALE ACCORDINGLY

FILE NAME

JOB No.

DATE

DATE BY PROJECT NAME DRAWING NO.DESIGNED

DRAWN

CHECKED

APPROVED

OF

NOT FOR CONSTRUCTION

5 SE Martin Luther King Jr. Blvd, Suite 400 • Portland, OR 97214 Ph: 503.233.2400 S1STRUCTURAL NOTESKELLOGG CREEK WATER RESOURCE RECOVERY

FACILITY DISINFECTION PROJECT

MILWAUKIE, OR

APRIL 2026

Kellogg Creek WRRF.rvt

216-1751-035

CLACKAMAS WATER

ENVIRONMENT SERVICES

J. LINKE

A. PETERSON

S. WAGNER

SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE CHAPTER 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED INSPECTION AGENCY, AS DEFINED BY THE BUILDING OFFICIAL, AND EMPLOYED BY

THE OWNER, UNLESS NOTED OTHERWISE.

THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE INTERNATIONAL CODE COUNCIL (I.C.C.) TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OF OPERATION REQUIRING

SPECIAL INSPECTION PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. ALL DISCREPANCIES SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF

UNCORRECTED, TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE

WORKMANSHIP PROVISIONS OF THIS CODE.

IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO SCHEDULE SPECIAL INSPECTIONS IN

ACCORDANCE WITH THE SPECIFICATIONS.

SHOP INSPECTION OF STEEL CONSTRUCTION IS NOT REQUIRED WHEN THE WORK IS DONE ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT

SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN

PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION

PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL

STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

SPECIAL INSPECTIONS REQUIRED

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND - OR SEISMIC-FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OF A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF

WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY

SHALL CONTAIN ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED

IN THE STATEMENT OF SPECIAL INSPECTION.

OWNER OR OWNER'S REPRESENTATIVE SHALL BE SYNONYMOUS WITH "BUILDING OFFICIAL" IN THE

FOREGOING IF THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING DEPARTMENT.

CONTRACTOR RESPONSIBILITY

SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK PERFORMED IN THE FIELD, OR NOT PERFORMED IN AN APPROVED FABRICATION SHOP AS DEFINED ABOVE, UNLESS

NOTED AS "N/A".

REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS:

1.

2.

3.

4.

5.

6.

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL

PERFORM CLASSIFICATION AND TESTING OF COMPACTED

FILL MATERIALS

PERFORM CLASSIFICATION AND TESTING OF NATIVE SOILS TO

VERIFY ANY SOIL PROPERTIES ASSUMED AS PART OF DESIGN

FOR THIS PROJECT IN THE ABSENCE OF A SOILS REPORT

(SEE SOIL PROPERTIES ON THIS DRAWING). THIS TESTING

SHALL BE PERFORMED IN ADVANCE OF ANY CONSTRUCTION.

THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IF THE

ASSUMED VALUES ARE NOT VALID

VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT

SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY

SPECIAL INSPECTIONS

REQUIRED ( YES NO)

CONT PERIODIC N/A

REQUIRED SPECIAL INSPECTIONS OF TESTS OF DRIVEN

DEEP FOUNDATION ELEMENTS:

1.

2.

3.

4.

VERIFY ELEMENT MATERIALS, SIZED AND LENGTHS COMPLY

WITH THE REQUIREMENTS

DETERMINE CAPACITIES OF TESTS ELEMENTS AND CONDUCT

ADDITIONAL LOAD TESTS, AS REQUIRED

INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE

AND ACCURATE RECORDS FOR EACH ELEMENT

VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM

TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS

PER FOOT OF PENETRATION, DETERMINE REQUIRED

PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP

AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO

FOUNDATION ELEMENT

REQUIRED SPECIAL INSPECTIONS OF CONCRETE

CONSTRUCTION:

1.

2.

A.

B.

C.

3.

4.

A.

B.

5.

6.

7.

8.

9.

A.

B.

10.

11.

12.

INSPECT REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND PLACEMENT

REINFORCING BAR WELDING:

VERIFY WELDABILITY OF REINFORCING BARS OTHER

THAT ASTM A706

INSPECT SINGLE-PASS FILLET WELD, MAXIMUM 5/16"

INSPECT ALL OTHER WELDS

INSPECT ANCHORS CAST IN CONCRETE

INSPECT ANCHORS POST-INSTALLED IN HARDENED

CONCRETE MEMBERS:

ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS

MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT

DEFINED IN 4.A

VERIFY USE OF REQUIRED DESIGN MIX

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE

INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE

AND TECHNIQUES

INSPECT PRESTRESSED CONCRETE FOR:

APPLICATION OF PRESTRESSING FORCES

GROUTING OF BONDED PRESTRESSING TENDONS

INSPECT ERECTION OF PRECAST CONCRETE MEMBERS

VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING

OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO

REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF CONCRETE MEMBER BEING FORMED

CONT PERIODIC N/A

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL

CONSTRUCTION (STRUCTURAL STEEL):

1.

A.

B.

C.

D.

E.

2.

A.

B.

C.

D.

E.

F.

3.

A.

B.

C.

INSPECTION TASKS PRIOR TO WELDING

PROCEDURE SPECIFICATIONS (WPS S)

AVAILABLE

MANUFACTURER CERTIFICATIONS FOR WELDING

CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION (TYPE/GRADE)

WELDER IDENTIFICATION SYSTEM

FIT-UP OF GROOVE WELDS (INCLUDING JOINT

GEOMETRY)

JOINT PREPARATION

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT

FACE, BEVEL)

CLEANLINESS (CONDITION OF STEEL SURFACES)

TACKING (TACK WELD QUALITY AND LOCATION)

BACKING TYPE AND FIT (IF APPLICABLE)

INSPECTION TASKS DURING WELDING

USE OF QUALIFIED WELDERS

CONTROL AND HANDLING OF WELDING CONSUMABLES. .

PACKAGING

EXPOSURE CONTROL

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

WIND SPEED WITHIN LIMITS

PRECIPITATION AND TEMPERATURE

WPS FOLLOWED

SETTINGS ON WELDING EQUIPMENT

TRAVEL SPEED

SELECTED WELDING MATERIALS

SHIELDING FAS TYPE/FLOW RATE

PREHEAT APPLIED

INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

PROPER POSITION (F, V, H, OH)

WELDING TECHNIQUES

INTERPASS AND FINAL CLEANING

EACH PASS WITHIN PROFILE LIMITATIONS

EACH PASS MEETS QUALITY REQUIREMENTS

INSPECTION TASKS AFTER WELDING

WELDS CLEANED

SIZE, LENGTH AND LOCATION OF WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA

CRACK PROHIBITION

WELD/BASE-METAL FUSION

CRATER CROSS SECTION

WELD PROFILES

WELD SIZE

UNDERCUT

POROSITY

P - PERFORM THESE TASKS FOR EACH WELDED JOINT OR

MEMBER OR BOLTED CONNECTION

O - OBSERVE THESE ITEMS ON A RANDOM BASIS

P O N/A

P O N/A a.

A.

B.

C.

D.

E.

F.

G.

D. ARC STRIKES

E. K-AREA

WHEN WELDING OF DOUBLER PLATED, CONTINUITY

PLATES OR STIFFENERS HAS BEEN PERFORMED IN

THE K-AREA, VISUALLY INSPECT THE WEB K-AREA

FOR CRACKS WITHIN 3 IN. OF THE WELD

F. BACKING REMOVED AND WELD TABS REMOVED (IF

REQUIRED)

G. REPAIR ACTIVITIES

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED

JOINT OR MEMBER

4. INSPECTION TASKS PRIOR TO BOLTING

MANUFACTURER'S CERTIFICATION AVAILABLE FRO

FASTENERS MATERIALS

FASTENERS MARKED IN ACCORDANCE WITH ASTM

REQUIREMENTS

PROPER FASTENERS SELECTED FOR THE JOINT DETAIL

(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE

EXCLUDED FROM SHEAR PLANE)

PROPER BOLTING PROCEDURE SELECTED FOR JOINT

DETAIL

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE

FAYING SURFACE CONDITION AND HOLE PREPARATION,

IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

PRE-INSTALLATION VERIFICATION TESTING BY

INSTALLATION PERSONNEL OBSERVED AND

DOCUMENTED FOR FASTENER ASSEMBLIES AND

METHODS USED

PROPER STORAGE PROVIDED FOR BOLTS, NUTS,

WASHERS AND OTHER FASTENER COMPONENTS

5. INSPECTION TASKS DURING BOLTING

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION,

PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE

POSITIONED AS REQUIRED

B. JOINT BROUGHT TO THE SUNG-TIGHT CONDITION PRIOR

TO THE PRETENSIONING PROCEDURE

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH

PREVENTED FROM ROTATING

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH

THE RCSC SPECIFICATION, PROGRESSING SYSTEMATI-

CALLY FROM THE MOST…