225101_City of Newport_Northside Pump Station Modifications_Plans_2026.10.22.pdf

ASTORIA

EUGENE

SALEM

BEND

MEDFORD

ROSEBURG

NEWPORT

ONTARIO

BAKER CITY

LA GRANDE

PENDLETON

84205

PORTLAND

CORVALLIS

GRANTS PASS

KLAMATH FALLS

THE

DALLES

SEASIDE

GOLD

BEACH

BURNS

INDEPENDENCE

C O

VE

R

S H

EE

T

G-001J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\G

-0

T

IT

LE

S

H

EE

T.

D

W G

LA

ST

S

AV

ED

: 1

0/

/2

9:

A

M

PR

IN

TE

D : 1

0/

/2

9:

A

M

ADDAC

N.T.S.

LOCATION MAPA1 N.T.S.

VICINITY MAPA3

OCTOBER 2026

PROJECT

LOCATION

City of

NEWPORT, OREGON

NORTHSIDE PUMP STATION MODIFICATIONS

Know what's below.

before you dig.Call

R

800.342.1585

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

GISTERED PROFESSIONALENGINEER

NOV . 08 , 2022DA LLIN ST EPHENS

OWNER

CITY OF NEWPORT

169 SW COAST HIGHWAY

NEWPORT, OR 97365

CONTACT: TODD DRAGE

PHONE: (541) 574-5874

CIVIL ENGINEER

KELLER ASSOCIATES, INC.

233 SW WILSON AVE, SUITE 203

BEND, OR 97702

CONTACT: JIM PEX

PHONE: (971) 405-6312

PROJECT

SITE

ELECTRICAL

ROOM

PUMP STATION

STRUCTURE

NW 3RD STREET

N

W N

YE

S

TR

EE

T

This Project was funded in part by the Oregon State Lottery and administered by the Oregon Business Development Department.

SH

EE

T

IN

D

EX

G-002J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\G

-0

S H

EE

T

IN

D

EX

.D

W G

LA

ST

S

AV

ED

: 8

/2 8/

:0

PM

PR

IN

TE

D

: 9 /4

/2

3:

P

M

ADDAC

0XX GENERAL (SYMBOLS LEGEND, NOTES, KEY MAPS, ETC.)

1XX SITE (TOPOGRAPHY, DEMOLITION, SITE LAYOUTS, ETC.)

2XX GRADING (GRADING, DRAINAGE, EXCAVATION, ETC.)

3XX ROADWAY (ROADWAY DESIGN, PLAN & PROFILES, ETC.)

4XX UTILITY (PLAN VIEW, PLAN & PROFILES, ETC.)

5XX PROJECT DETAILS

55X AGENCY DETAILS

6XX MISCELLANEOUS

DISCIPLINE DESIGNATORS

CIVIL SHEET TYPES

G GENERAL DRAWINGS

V SURVEY DRAWINGS

C CIVIL DRAWINGS

A ARCHITECTURAL DRAWINGS

S STRUCTURAL DRAWINGS

MP PLUMBING DRAWINGS

MH HVAC DRAWINGS

M MECHANICAL PROCESS DRAWINGS

E ELECTRICAL DRAWINGS

EI ELECTRICAL INSTRUMENTATION DRAWINGS

0XX GENERAL (SYMBOLS LEGEND, NOTES, ETC.)

1XX PLANS (HORIZONTAL VIEWS)

2XX ELEVATIONS (VERTICAL VIEWS)

3XX SECTIONS (SECTION VIEWS)

4XX LARGE SCALE VIEWS (PLANS, ELEVATIONS OR SECTIONS)

5XX PROJECT DETAILS

6XX SCHEDULES AND DIAGRAMS

7XX USER DEFINED (FOR TYPES WHICH DO NOT FALL IN OTHER

CATEGORIES)

STRUCTURE SHEET TYPES

SHEET NUMBERING KEY

M - 101 - C

DETAIL & SECTION CALLOUT KEY

RE: A1/S-101-A

(REFERENCE)

RE: C1201

(SECTION OR DETAIL NO./SHEET NO.)

(SHEET NO.)

(SECTION OR DETAIL NO.)

0 1 2SCALE: 1"=1'

(SECTION OR DETAIL NO./GRID LOCATION)

(DETAIL TITLE)

N.T.S.

(DETAIL TITLE)

DISCIPLINE

DESIGNATOR

STRUCTURE

DESIGNATOR

(OPTIONAL)SHEET TYPE

TYPICAL SECTION

PROJECT DETAIL

A1

S2135

A1 C-204S-301-B

C2

M303

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

C CIVIL (C-500 SHEETS)

A ARCHITECTURAL (A-500 SHEETS)

S STRUCTURAL (S-500 SHEETS

U PLUMBING (MP-500 SHEETS)

H HVAC (MH-500 SHEETS)

M MECHANICAL (M-500 SHEETS)

E ELECTRICAL (E-500 SHEETS)

EI INSTRUMENTAL (EI-500 SHEETS)

DISCIPLINE DETAIL DESIGNATORS

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

GISTERED PROFESSIONALENGINEER

NOV . 08 , 2022DA LLIN ST EPHENS

AB

BR

EV

IA

TI

O

N S

G-003J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\0

AB

BR

EV

IA

TI

O N

S

- W

W

TP

.D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:5

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

ADDAC

A

A -AMPERE

-AIR

AB -ANCHOR BOLT

ABI -ADDITIVE BID ITEM

AC -ASPHALTIC CONCRETE

-ACOUSTIC

A/C -AIR CONDITIONING

ACC -AREA CONTROL CENTER

ACOU -ACOUSTIC

ACP -ASBESTOS

ACT -ACOUSTICAL CEILING TILE

AD -ANAEROBIC DIGESTER

ADD -ADDITION(AL)

ADF -AVERAGE DESIGN FLOW (AVERAGE DAY, PEAK MONTH)

ADH -ADHESIVE

ADJ -ADJUSTABLE

ADPT -ADAPTER

AF -AIR FILTER

AFF -ABOVE FINISHED FLOOR

AHU -AIR HANDLING UNIT

AL -ALUMINUM, ALUM

ALP -AIR LOW PRESSURE

ALT -ALTERNATE

A/O -ANOXIC

-OXIC

AP -AIR PROCESS

APPX -APPROXIMATE(LY)

AR -AIR RETURN

ARV -AIR RELEASE VALVE

ARCH -ARCHITECTURAL

AS -AIR SUPPLY

ASME -AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM -AMERICAN SOCIETY OF TESTING MATERIALS

ATM -ATMOSPHERE

AUTO -AUTOMATIC

AUX -AUXILIARY

AV -ANGLE VALVE

AVAR -AIR VACUUM AND AIR RELEASE

AVE -AVENUE

B

B -BOTTOM

B/C -BOTTOM OF CURB

BAC -BACTERIOLOGICAL

BC -BEGINNING OF CURVE

BCR -BEGINNING OF CURVE CENTER

BD -BOARD

BF -BLIND FLANGE

BFP -BACKFLOW PREVENTER

BFV -BUTTERFLY VALVE

BHP -BRAKE HORSEPOWER

BKR -BREAKER

BLDG -BUILDING

BLK -BLOCK

BLVD -BOULEVARD

BO -BLOW OFF

BOD -BIOCHEMICAL OXYGEN DEMAND

BOD5 -BIOCHEMICAL OXYGEN DEMAND, 5 DAY

BOP -BOTTOM OF PIPE

-BACK OF PIPE

BOT -BOTTOM

BP -POINT OF BEGINNING

BRG -BEARING

BSN -BAR SCREEN

BTD -BIOTOWER DRAIN

BTI -BIOTOWER INFLUENT

BTU -BRITISH THERMAL UNIT

BV -BALL VALVE

BVCE -BEGIN VERTICAL CURVE ELEVATION

BVCS -BEGIN VERTICAL CURVE STATION

C

C -CELSIUS

-CONDUIT

CAB -DIRECT BURIAL CABLE

-CABINET

CAF -COMBUSTION AIR FAN

CATV -CABLE TELEVISION

CB -CATCH BASIN

CBOD5 -CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND, 5 DAY

C/C -CENTER TO CENTER

CCP -CONCRETE CYLINDER PIPE

CCSP -CONCRETE PINED AND COATED STEEL PIPE

CD -CEILING DIFFUSER

CDF -CONTROL DENSITY FILL

CDR -CONDUCTOR

CDS -CHEMICAL DOSING

CDU -CONDENSING UNIT

CED -CEILING EXHAUST DIFFUSER

CER -CEILING EXHAUST REGISTER

CF -CUBIC FOOT

CFM -CUBIC FEET PER MINUTE

CFR -CODE OF FEDERAL REGULATIONS

CFS -CUBIC FEET PER SECOND

CH -CHANNEL

CI -CAST IRON

CIP -CAST IRON PIPE

CJ -CONSTRUCTION JOINT

-CONTROL JOINT

CK -CHECKER(ED)

CKPL -CHECKER PLATE

CKT -CIRCUIT

CL -CHLORINE LIQUID

-CHAIN LINK

-CLEARANCE

-CENTERLINE

CL2 -CHLORINE

CLG -CEILING

CLO -CHLORINE

CLR -CLEAR

CLS -CHLORINE SOLUTION

CMC -CEMENT MORTAR COATED

CML -CEMENT MORTAR LINED

CMP -CORRUGATED METAL PIPE

CMU -CONCRETE MASONRY UNIT

CND -CONDUIT

CNTL -CONTROL

CO -CLEANOUT

COD -CHEMICAL OXYGEN DEMAND

COL -COLUMN

COM -COMMINUTOR

CON -CONVEYOR

CONC -CONCRETE

COND -CONDITION

CONN -CONNECTION

CONST -CONSTRUCTION

CONT -CONTINUOUS

COTG -CLEANOUT TO GRADE

CPLG -COUPLING

CPVC -CHLORINATED POLYVINYL CHLORIDE

CR -CIRCLE

CSL -COMBINED SLUDGE

CT -CONTACT TIME

CTF -CENTRIFUGE

CU -CUBIC

CV -CHECK VALVE

CV -CONTROL VALVE

C/W -COMPLETE WITH

CW -CULINARY WATER (POTABLE)

CWR -COOLING WATER RETURN

CWS -COOLING WATER SUPPLY

CY -CUBIC YARD

D

DB -DUCT BANK

-DOWEL BAR

DBA -DEFORMED BAR ANCHOR

DBL -DOUBLE

DEMO -DEMOLISH

DET -DETAIL

DF -DRINKING FOUNTAIN

DI -DUCTILE IRON

DIA -DIAMETER

DIAG -DIAGRAM

DIFF -DIFFERENTIAL

DIM -DIMENSION

DIP -DUCTILE IRON PIPE

DIR -DIRECTION

DISCH -DISCHARGE

DO -DISSOLVED OXYGEN

DR -DRAIN

DS -DRUM SCREEN

DTL -DETAIL

DWF -DRY WEATHER FLOW

DWG -DRAWING

E

(E) -EXISTING

E -EPOXY

-EAST

EA -EACH

ECC -ECCENTRIC

EF -EACH FACE

-EXHAUST FAN

EFF -EFFLUENT

EG -EDGE OF GRAVEL

EJ -EXPANSION JOINT

EL -ELEVATION

ELEV -ELEVATION

ELL -ELBOW

EMBED -EMBEDMENT

ENG -ENGINEERED

EOP -END OF PIPE

EP -EDGE OF PAVEMENT

EPDM -ETHYLENE PROPYLENE DIENE MONOMER

EQ -EQUAL

EQUIP -EQUIPMENT

EOR -ENGINEER OF RECORD

EP -EDGE OF PAVEMENT

EQ -EQUAL

-EQUATION

EVCE -END VERTICAL CURVE ELEVATION

EVCS -END VERTICAL CURVE STATION

EW -EACH WAY

EWEF -EACH WAY EACH FACE

EWS -EYE WASH STATION

EX -EXISTING

EXIST -EXISTING

EXT -EXTERIOR

F

F -FAHRENHEIT

FA -FOUL AIR

FAB -FABRICATE(D)

-FABRICATION

FAI -FRESH AIR INTAKE

FC -FAIL CLOSED

FCA -FLANGE COUPLING ADAPTER

FCO -FLOOR CLEAN OUT

FCR -FINE CRUSHED ROCK

FCV -FLOW CONTROL VALVE

FD -FLOOR DRAIN

-FOUND

FE -FIRE EXTINGUISHER

-FLOW ELEMENT

-FINAL EFFLUENT

FF -FINISH FLOOR

-FLAT FACE

FG -FINISH GATE

FH -FIRE HYDRANT

FIN -FINISH

FIT -FLOW INDICATOR TOTALIZER

FL -FLANGE

-FLOORING

-FLOW LINE

FLC- -FLOCCULATOR

FLEX -FLEXIBLE

FLG -FLANGE(D)

FLR -FLOOR

FLT -FILTER

FM -FORCE MAIN

FMH -FLEXIBLE METAL HOSE

FMX -FLASH MIXER

FND -FOUNDATION

FO -FAIL OPEN

-FIBER OPTICS

FPC -FLEXIBLE PIPE COUPLING

FPS -FEET PER SECOND

FRP -FIBERGLASS REINFORCED PLASTIC

FS -FAR SIDE

-FLOW SWITCH

FT -FEET

-FOOT

FTG -FOOTING

FUT -FUTURE

G

GA -GAGE

-GAUGE

GAL -GALLON

GALV -GALVANIZED

GAS -NATURAL GAS

GB -GRADE BREAK

GBV -GLOBE VALVE

GCO -GROUND CLEAN OUT

GDR -GRINDER

GEN -GENERAL

GFD -FLUX UNITS

GFI -GROUND FAULT INTERRUPTER

GI -GALVANIZED IRON

-GRAVITY IRRIGATION

GL -GLASS

-GLASS LINED

GND -GROUND

GPD -GALLONS PER DAY

GPM -GALLONS PER MINUTE

GRD -GRADE

GRDR -GRINDER

GRT -GROUT

GRTG -GRATING

GSKT -GASKET

GSN -GENERAL STRUCTURAL NOTES

GTS -GRAVITY THICKENER SUPERNATANT

GV -GATE VALVE

GYP -GYPSUM

H

H -HORIZONTAL

H/A -HAND AUTO

H/B -HOSE BIBB

HD -HEAVY DUTY

HDPE -HIGH DENSITY POLYETHYLENE

HDR -HEADER

HEX -HEXAGONAL

HG -MERCURY

HH -HANDHOLE

HM -HOLLOW METAL

HOA -HAND-OFF-AUTO

HOR -HORIZONTAL

HP -HORSEPOWER

-HIGH PRESSURE

HR -HOUR

HRT -HYDRAULIC RETENTION TIME

HSA -HEADED STUD ANCHOR

HSS -HOLLOW STRUCTURAL SECTION

HT -HEIGHT

HTR -HEATER

H/V -HEATING AND VENTILATING

HV -HAND VALVE

HVAC -HEATING AND AIR CONDITIONING

HWL -HIGH WATER LEVEL

HWP -HOT WATER PUMP

HWR -HOT WATER RETURN

HWS -HOT WATER SUPPLY

HYD -HYDRAULIC

HYDT -HYDRANT

HZ -HERTZ (CYCLES PER SECOND)

I

I -INFLUENT

IC -INTERMEDIATE CLARIFIER(S)

ICE -INTERMEDIATE CLARIFIER EFFLUENT

ICI -INTERMEDIATE CLARIFIER INFLUENT

ICS -INTERMEDIATE CLARIFIER SLUDGE

ID -INSIDE DIAMETER

IE -INVERT ELEVATION

IF -INSIDE FACE

IN -INCH

INFO -INFORMATION

INT -INTERIOR

-INTERSECTION

INV -INVERT

I/O -INPUT/OUTPUT

IRR -IRRIGATION

IS -INERT SOLIDS

ISPWC -IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION

IT -INSTRUMENT TAP

J

JB -JUNCTION BOX

JCT -JUNCTION

JST -JOIST

JT -JOINT

-JOINT UTILITY TRENCH

K

K -KIP (1,000 POUNDS)

-CURVE K VALUE

KV -KILOVOLT

KVA -KILOVOLT AMPERE

KW -KILOWATT

KWH -KILOWATT HOUR

L

LAM -LAMINATED

LB -POUND

LBS/DAY -POUNDS PER DAY

LEV -LEVEL

LF -LINEAL FOOT

LG -LONG

LH -LEFT HAND

LIT -LEVEL INDICATOR TRANSDUCER

LLH -LONG LEG HORIZONTAL

LLV -LONG LEG VERTICAL

LP -LOW PRESSURE

LS -LIMIT SWITCH

LSH -LEVEL SWITCH HIGH

LSL -LEVEL SWITCH LOW

LSLL -LEVEL SWITCH LOW LOW

LV -LOW VOLTAGE

LVC -LENGTH VERTICAL CURVE

LVR -LOUVER

LWL -LOW WATER LEVEL

LWR -LOWER

LLH -LONG LEG HORIZONTAL

LLV -LONG LEG VERTICAL

M

M -METER

-MALE (PIPE THREAD)

-MOTOR

MA -MILLIAMPERE

MAG -MAGNETIC

MAN -MANUAL

MAS -MEMBRANE AIR SCOUR

MAT'L -MATERIAL

MAX -MAXIMUM

MBR -MEMBRANE BIO-REACTOR

-MEMBER

MCC -MOTOR CONTROL CENTER

MCU -MASTER CONTROL UNIT

MD -MOTORIZED DAMPER

MDS -MESOPHILIC DIGESTED SLUDGE

ME -MISCELLANEOUS MECHANICAL EQUIPMENT

MECH -MECHANICAL

MFR -MANUFACTURER

MG -MILLION GALLONS

MGD -MILLION GALLONS PER DAY

MGL -MILLIGRAM PER LITER

MGR -MANAGER

MH -MANHOLE

MHHW -MEAN HIGH HIGH WATER

MID -MIDDLE

MIN -MINIMUM

-MINUTE

MISC -MISCELLANEOUS

MJ -MECHANICAL JOINT

ML -MIXED LIQUOR

-MILLILITER

MLLW -MEAN LOWER LOW WATER

MLW -MEAN LOW WATER

MM -MILLIMETER

MO -MOTOR OPERATOR

MPH -MILES PER HOUR

MTR -MOTOR

MV -MUD VALVE

-MILLIVOLT

MX -MIXER

N

(N) -NEW

N -NORTH

NC -NORMALLY CLOSED

NaOH -SODIUM HYDROXIDE

NE -NORTHEAST

NEG -NEGATIVE

NEMA -NATIONAL ELECTRICAL MANUFACTURERS

NG -NATURAL GAS

NIC -NOT IN CONTRACT

NO -NORMALLY OPEN

NOM -NOMINAL

NPS -NOMINAL PIPE SIZE

NPSH -NET POSITIVE SUCTION HEAD

NPT -NATIONAL PIPE THREAD

NTS -NOT TO SCALE

NTU -NEPHELOMETRIC TURBIDITY UNITS

NU -NOT USED

NW -NORTHWEST

O

OAI -OUTSIDE AIR INTAKE

OC -ON CENTER

OD -OUTSIDE DIAMETER

-OVERALL DIAMETER

OF -OVERFLOW

-OUTSIDE FACE

OFF -OFFSET

OH -OVERHEAD

OHP -OVERHEAD POWER

OL -OVERLOAD

O/O -OUT TO OUT

OP -OVERHEAD POWER

ORP -OXIDATION REDUCTION POTENTIAL

OSC -ODOR SCRUBBER

GENERAL ABBREVIATIONS

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

AB

BR

EV

IA

TI

O

N S

C O

N

TI

N U

ED

G-004J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\0

AB

BR

EV

IA

TI

O N

S

- W

W

TP

.D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:5

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

ADDAC

P

P -PHOSPHOROUS

-PUMP

PA -PROCESS AIR

PAR -PARALLEL

PC -PIPE COUPLING

-PRECAST

-POINT OF CURVATURE

P/C -PLAIN CONCRETE (NO REINFORCING STEEL)

PCC -PLANT CONTROL CENTER

PD -PLANT DRAIN

PDR -POND DRAIN

PE -PRIMARY EFFLUENT

-PLANT EFFLUENT

-POLYELECTROLYTE

-POLYMER

PEN -PENETRATION

PG -PRESSURE GAUGE

PH -HYDROGEN ION CONCENTRATION

PI -PLANT INFLUENT

-POINT OF INTERSECTION

-PRESSURE INDICATOR

-PRESSURE IRRIGATION

PID -PROPORTIONAL PLUS INTEGRAL

PLUS DERIVATIVE CONTROL

PK -PEAK

P/L -PROPERTY LINE

PL -PLATE

PLC -PROGRAMMABLE LOGIC CONTROLLER

PLE -PLANT EFFLUENT

PLY -PLYWOOD

-POLYMER

PO4 -PHOSPHATE

PP -POWER POLE

-UTILITY POLE

PPD -POUNDS PER DAY

PPH -POUNDS PER HOUR

PRE -PRIMARY EFFLUENT

PRMT -PERMEATE

PRV -PRESSURE REGULATING

-PRESSURE RELIEF

-PRESSURE REDUCING VALVE

PS -PRESSURE SWITCH

-PRESSURE SEWER

PSH -PRESSURE SENSORS

PSIA -POUNDS PER SQUARE INCH ABSOLUTE

PSI -POUNDS PER SQUARE INCH

PSIG -POUNDS PER SQUARE INCH GAUGE

PT -POINT OF TANGENCY

-POINT

PV -PLUG VALVE

-PROCESS VARIABLE

PVC -POLYVINYL CHLORIDE

PVI -POINT OF VERTICAL INTERSECTION

PVT -PAVEMENT

Q

QCPL -QUICK COUPLING

QTY -QUANTITY

R

R -RADIUS

-RISER

RA -RETURN AIR

RAS -RETURN ACTIVATED SLUDGE

RB -RUBBER WALL BASE

RCP -REINFORCED CONCRETE PIPE

RCR -RECORDER

RCY -RECYCLE

RD -ROOF DRAIN

-ROAD

RE: -REFERENCE

RECP -RECEPTACLE

RED -REDUCE(R)

-REDUCING

REF -REFERENCE

REG -REGULATOR

REINF -REINGORCEMENT(ING)

REL -RELAY

REQ'D -REQUIRED

RF -RAISED FACE

RGS -RIGID GALVANIZED STEEL

RH -RIGHT HAND

RI -RAPID INFILTRATION

RM -ROOM

RO -ROUGH OPENING

RPM -REVOLUTIONS PER MINUTE

RR -RAILROAD

RS -RECIRCULATED SLUDGE

RT -RIGHT

RV -RELIEF VALVE

R/W -RIGHT OF WAY

ROW -RIGHT OF WAY

S

S -SOUTH

-SCUM

-SINK

-SECOND

-SLOPE

SA -SAMPLE

SB -SCUM BAFFLE

SCFM -STANDARD CUBIC FEET PER MINUTE

SCH -SCHEDULE

SCM -SCUM

SCR'D -SCREWED

SD -SMOKE DETECTOR

-STORM DRAIN

SDMH -STORM DRAIN MANHOLE

SDR -STORM DRAIN

SE -SECONDARY EFFLUENT

-SOUTH EAST

SEC -SECONDARY CLARIFIER EFFLUENT

SECT -SECTION

SEP -SEPARATOR

SF -SQUARE FOOT

SG -SUPPLY GRILLE

SHT -SHEET

SHTH'G -SHEATHING

SIM -SIMILAR

SO2 -SULFUR DIOXIDE

SOR -SURFACE OVERFLOW RATE

SPECS -SPECIFICATIONS

SP -SPACES

SPC'G -SPACING

SPL -SPLICE

SQ -SQUARE

SRT -SOLIDS RETENTION TIME

SS -SANITARY SEWER

-STAINLESS STEEL

-SERVICE TANK

-SUSPENDED SOLIDS

SSMH -SANITARY SEWER MANHOLE

SST -STAINLESS STEEL TUBING

ST -START

-STREET

STA -STATION

STD -STANDARD

STL -STEEL

STOR -STORAGE

STRUC -STRUCTURAL

SV -SOLENOID VALVE

SVI -SLUDGE VOLUME INDEX

SW -SOUTHWEST

-SOCKETWELD

SYM -SYMMETRICAL

T

T -THERMOSTAT

-TREAD OF STAIR

-TANGENT

-TOP

TB -TERMINAL BOX

-TOP AND BOTTOM

TC -TOP OF CURB

T/D -TELEPHONE/DATA COMMUNICATIONS

TD -TIME DELAY RELAY

-TANK DRAIN

TE -TERTIARY EFFLUENT

-TOTALLY ENCLOSED

TEL -TELEPHONE

TEMP -TEMPERATURE

-TEMPORARY

TERM -TERMINATE

THD'D -THREADED

THRU -THROUGH

T&G -TONGUE AND GROOVE

TK -TANK

TKN -TOTAL KJELDAHL NITROGEN

TO -TO OF

TOC -TOP OF CONCRETE

TOF -TOP OF FOOTING/FOUNDATION

TOG -TOP OF GROUT

TOP -TOP OF PIPE

TOS -TOP OF SLAB

TOW -TOP OF WALL

TP -TOTAL PHOSPHORUS

TPD -TONS PER DAY

TR -TIMING RELAY

TRANS -TRANSMITTANCE

-TRANSFORMER

TRM -TRANSMITTER

TRN -TRANSDUCER

TS -TEMPERATURE SWITCH

-TUBE STEEL

TSS -TOTAL SUSPENDED SOLIDS

TV -TELEVISION

TYP -TYPICAL

U

UG -UNDERGROUND

UGP -UNDERGROUND POWER

UH -UNIT HEATER

UL -UNDERWRITERS LABORATORIES

-ULTIMATE LOAD

UN -UNION

UNO -UNLESS NOTED OTHERWISE

U/P -UTILITY POLE

UPS -UNINTERRUPTIBLE POWER SUPPLY

UV -ULTRA VIOLET

UW -UTILITY WATER (NONPOTABLE)

V

V -VALVE

-VENT

-VOLTS

-VAULT

VAC -VACUUM

-VOLTS ALTERNATING CURRENT

VAR -VARIABLE

VB -VALVE BOX

VCP -VITRIFIED CLAY PIPE

VCT -VINYL COMPOSITE TILE

VDC -VOLTS DIRECT CURRENT

VERT -VERTICAL

VOL -VOLUME

VSS -VOLATILE SUSPENDED SOLIDS

VTC -VENT TO CEILING

VTR -VENT THRU ROOF

W

W -POTABLE WATER

-WEST

W/ -WITH

WAS -WASTE ACTIVATED SLUDGE

WC -WATER COLUMN

WCO -WALL CLEAN OUT

WEG -WALL EXHAUST GRILLE

WER -WALL EXHAUST REGISTER

WF -WIDE FLANGE

WG -WASTE GAS

W/O -WITHOUT

WOG -WATER/OIL/GAS WORKING PRESSURE

WPR -WASHER COMPACTOR

WS -WATER SURFACE

WSA -WELDED STUD ANCHOR

WSP -WELDED STEEL PIPE

WSTP -WATERSTOP

WT -WEIGHT

WWF -WELDED WIRE FABRIC

WWP -WATER WORKING PRESSURE

X

XFMR -POWER TRANSFORMER

XLP -CROSS LINKED POLYETHYLENE

XP -EXPLOSION PROOF

Y

YCO -YARD CLEANOUT

YD -YARD

-YARD DRAIN

YR -YEAR

Z

ZS -POSITION SWITCH

# -NUMBER

-POUNDS

& -AND

@ -AT

Ø -DIAMETER

-PHASE

Δ -ANGLE OF DEFLECTION

℄ -CENTERLINE

GENERAL ABBREVIATIONS

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\G

-0

P

IP

E

SC

H

ED

U

LE

.D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:5

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

ADDAC

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

GISTERED PROFESSIONALENGINEER

NOV . 08 , 2022DA LLIN ST EPHENS

GENERAL SHEET NOTES

TYPICAL PIPE DESIGNATION

PIPE-8" (5.C)

12" PE (22.A)

SHOWN IN PLAN VIEW

OR SHOWN IN SHEET KEYNOTES

PIPE DIAMETER

FLUID ABBREVIATION

SYSTEM NUMBER

PIPE TEST ID

PIPE DIAMETER

SYSTEM NUMBER

PIPE TEST ID

NOTE: INSTALL ALL PIPES WHERE THE FOLLOWING DESIGNATION ARE

INDICATED:

1. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST

REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS.

2. FOR ACCEPTABLE PIPE USAGES, SEE PIPING SECTION OF

SPECIFICATIONS.

3. FOR PIPE FITTINGS, SEE PIPING SECTION OF SPECIFICATIONS.

4. EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH

SPECIFICATIONS. COLORS SHALL BE SELECTED BY OWNER.

5. EXPOSED PIPING SHALL BE INSULATED WHERE SHOWN. SEE

SPECIFICATIONS FOR INSULATION REQUIREMENTS.

PIPE TESTING SCHEDULE

ID SPECIFICATION TEST MEDIUM TEST PRESSURE - PSI LEAKAGE ALLOWANCE

C 01 74 30 WATER 100 0

G AIR 10 023 31 16.16

PI

PE

S C

H

ED

U

LE

A N

D D

ES

IG

N C

R

IT

ER

IA

G-006

G

EN

ER

AL

S H

EE

T

N O

TE

S

G-010J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_G

EN

\G

-0

G

EN

ER

AL

N O

TE

S.

D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:5

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

ADDAC

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PEREG

ISTERED PROFESSIONALENGINEER

0 4' 8' 12'3/16" = 1'-0"

PUMP STATION - PLAN VIEWA1

DN

DN

DN

SLOPE

DH-301

A1

<4''DR <4''DR

<4 ''D

R <4

''D R

3''W 3''W

3' 'W

4" DR

E

1 1/4" W

E

E

E

E

E

E

E

E E

E E

E E

E

03 04

05 10

PU

M

P

ST

AT

IO

N

D

EM

O

LI

TI

O

N P

LA

N

D-101J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\A _S

TR

U

C

TU

R E\

D H

-1

.D W

G

LA

ST

S

AV

ED

: 8 /2

8/

:0

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

1. DEMOLITION DRAWINGS ARE SCHEMATIC AND ARE TO ASSIST

THE CONTRACTOR IN ESTABLISHED THE GENERAL SCOPE OF

WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE

WORK.

2. CONTRACTOR TO HAUL OFF AND DISPOSE OF DEMOLISHED

MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

LAWS.

3. REFER TO DEMOLITION SPECIFICATION 02 41 00 FOR SPECIFIC

DEMOLITION REQUIREMENTS.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH ENGINEER AND

OWNER TO ENSURE PLANT OPERATIONS ARE NOT DISRUPTED

PRIOR TO ANY DEMOLITION, RE: SPECIFICATION 01 35 13

5. OWNER WILL BE GIVEN FIRST RIGHT OF REFUSAL ON ALL ITEMS

DEMOLISHED. CONTRACTOR TO TURN OVER SALVAGED ITEMS TO

THE OWNER AND DELIVER TO OWNER'S STORAGE FACILITIES.

6. REFER TO DM-102 FOR DEMOLITION PHOTOS.

GENERAL SHEET NOTES

SHEET KEYNOTES

01 REMOVE EXISTING HVAC UNIT

02 RETAIN EXISTING DUCTWORK

03 REMOVE SECTION OF DUCTWORK PIPING UP TO BUILDING ENTRY

AND SEAL OPENING

04 REMOVE PORTION OF DUCTWORK TO ACCOMMODATE NEW

EQUIPMENT; RE HVAC SHEETS

05 SEAL OPENINGS IN EXISTING WALL

06 REMOVE EXISTING WIRING AND PORTION OF UNDERGROUND

CONDUIT

07 REMOVE EXISTING VESSELS, FANS, ABOVE GROUND PIPING,

DUCTWORK AND CONCRETE PADS

08 PRESERVE AND PROTECT EXISTING CURBING

09 REMOVE PORTION OF BURIED UTILITY WATER PIPING

10 EXISTING WATER PIPING

11 PROTECT EXISTING BURIED WATER LINE

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

GISTERED PROFESSIONALENGINEER

NOV . 08 , 2022DA LLIN ST EPHENS

LEGEND

TO BE DEMOLISHED

N.T.S.

PHOTO 5B1

N.T.S.

PHOTO 1A1

N.T.S.

PHOTO 2A2

02 04

05 06

N.T.S.

PHOTO 3A3

N.T.S.

PHOTO 4A4

PU

M

P

ST

AT

IO

N

D

EM

O

LI

TI

O

N

IM

AG

ES

D-102J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\A _S

TR

U

C

TU

R E\

D H

-1

.D W

G

LA

ST

S

AV

ED

: 1 0/

/2

8:

A M

PR

IN

TE

D

: 1 0/

/2

9:

A M

1. DEMOLITION DRAWINGS ARE SCHEMATIC AND ARE TO ASSIST

THE CONTRACTOR IN ESTABLISHED THE GENERAL SCOPE OF

WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE

WORK.

2. CONTRACTOR TO HAUL OFF AND DISPOSE OF DEMOLISHED

MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

LAWS.

3. REFER TO DEMOLITION SPECIFICATION 02 41 00 FOR SPECIFIC

DEMOLITION REQUIREMENTS.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH ENGINEER AND

OWNER TO ENSURE PLANT OPERATIONS ARE NOT DISRUPTED

PRIOR TO ANY DEMOLITION, RE: SPECIFICATION 01 35 13

5. OWNER WILL BE GIVEN FIRST RIGHT OF REFUSAL ON ALL ITEMS

DEMOLISHED. CONTRACTOR TO TURN OVER SALVAGED ITEMS TO

THE OWNER AND DELIVER TO OWNER'S STORAGE FACILITIES.

6. REFER TO DM-102 FOR DEMOLITION PHOTOS.

GENERAL SHEET NOTES

SHEET KEYNOTES

01 REMOVE EXISTING HVAC UNIT

02 RETAIN EXISTING DUCTWORK

03 REMOVE SECTION OF DUCTWORK PIPING UP TO BUILDING ENTRY

AND SEAL OPENING

04 REMOVE PORTION OF DUCTWORK TO ACCOMMODATE NEW

EQUIPMENT; RE HVAC SHEETS

05 SEAL OPENINGS IN EXISTING WALL

06 REMOVE EXISTING WIRING AND PORTION OF UNDERGROUND

CONDUIT

07 REMOVE EXISTING VESSELS, FANS, ABOVE GROUND PIPING,

DUCTWORK AND CONCRETE PADS

08 PRESERVE AND PROTECT EXISTING CURBING

09 REMOVE PORTION OF BURIED UTILITY WATER PIPING

10 EXISTING WATER PIPING

11 REMOVE AND REPLACE CLASSIFIER COVER; RE: MECHANICAL

SHEETS

LEGEND

SADV

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 06-30-2026

101138PERE

GISTERED PROFESSIONALENGINEER

TO BE REMOVED

PUMP STATION - STRUCTURAL OVERALL VIEWA1

R44'-6"

DN

DN

DN

CON102

30M111

CON101

30M141

30M112

S-501

S9005

S-102

A1

S-103

A1

S-104

A1

PU

M

P

ST

AT

IO

N

S

TR

U C

TU

R

AL

O

VE

R

AL

L

PL

AN

S-101J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_S

TR

U

C \A

_S

TR

U C

TU

R

E\ S-

1.

D W

G

LA

ST

S

AV

ED

: 8 /2

8/

:0

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

1. WORK SHALL BE SEQUENCED TO KEEP THE EXISTING PLANT IN

OPERATION. COORDINATE WORK IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 13.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY WORK

AND REPORT ANY DISCREPANCIES TO THE EOR.

3. THE CONTRACTOR TO DESIGN AND SUPPLY ALL REQUIRED

TEMPORARY SHORING TO COMPLETE THE PROJECT

4. THE CONTRACTOR TO PROTECT ALL SURROUNDING ELEMENTS

FROM DAMAGE DURING THE DEMOLITION PROCESS

GENERAL SHEET NOTES

SHEET KEYNOTES

01 PROVIDE NEW REMOVABLE COVERED FRP GRATING TO REPLACE

EXISTING GRATING TO BE REMOVED. FOR BIDDING PURPOSES,

GRATING SHALL BE 2" PULTRUDED FRP GRATING WITH A 1/8"

COMPOSITE FRP GRIT FINISH COVER PLATE HAVING A TOTAL

THICKNESS OF 2 1/8". THE CONTRACTOR SHALL PROVIDE THE

GRATING MANUFACTURER WITH ALL THE EXISTING FRAMING

LOCATIONS, CONDITIONS, ELEVATIONS AND MATERIALS IN

ORDER FOR THE GRATING MANUFACTURER TO PROCEED WITH

THE DESIGN. THE GRATING MANUFACTURER SHALL PROVIDE A

COMPLETE LAYOUT AND DESIGN FOR REVIEW BY THE EOR. THE

FRP GRATING SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL.

FOR ADDITIONAL INFORMATION; RE:S8300 & SPECIFICATIONS

02 GRATING PIPE PENETRATION; RE: MECHANICAL

---LDL

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

REG

ISTERED PROFESSIONALENGINEER

MA Y 12 , 2026

STRUCTURA L

DA N M. T ONNING

OREGON

EXPIRES: 06-30-2028

109103PE

6'4'2'03/8" = 1'-0"

ENLARGED SLAB & FOUNDATION PLANA1

25'-10"

6'-5"

SF3.5

SF3.5

CS-1

VARIES

R4 4'

-6

'-0

'-1

0"

2' -7

7'

-0

TOS

99'-10"

TOS

100'-0"

TOS

100'-0"

TOS

100'-0"

TOC

100'-4"

TOS

100'-0"

TO BORDER WALL

100'-0"

TOS

100'-0"

02 02

PU

M

P

ST

AT

IO

N

SL

AB

FO

U N

D

AT

IO

N

PL

AN

S-102J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_S

TR

U

C \A

_S

TR

U C

TU

R

E\ S-

2.

D W

G

LA

ST

S

AV

ED

: 5 /2

6/

0:

A M

PR

IN

TE

D

: 9 /4

/2

3:

P

M

1. WORK SHALL BE SEQUENCED TO KEEP THE EXISTING PLANT IN

OPERATION. COORDINATE WORK IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 13.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONTIONS

AND DIMENSIONS PRIOR TO BEGINNING ANY WORK AND REPORT

ANY DISCREPANCIES TO THE EOR.

3. THE CONTRACTOR TO DESIGN AND SUPPLY ALL REQUIRED

TEMPORARY SHORING TO COMPLETE THE PROJECT

4. THE CONTRACTOR TO PROTECT ALL SURROUNDING ELELEMENTS

FROM DAMAGE DURING THE DEMOLITION PROCESS

GENERAL SHEET NOTES

SHEET KEYNOTES

01 ISOLATION JOINT; RE: S1306

02 EXISTING GRAVEL FILL TO REMAIN

03 HOUSEKEEPING PAD. FOR SIZE AND LOCATION; RE: MECHANICAL

& S1506

04 EXISTING BORDER WALL TO REMAIN

05 2'-0"x 2'-0" DIAMOND BLOCKOUT IN SLAB WITH ISOLATION JOINT;

RE: A3/S-103

06 STEEL COLUMN; RE: FRAMING PAN ON SHEETS-103

07 (2) #4 RE-ENTRANT CORNER BARS; RE: S1250

08 FLOOR DRAIN; RE: MECHANICAL

ZBDAC

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

REG

ISTERED PROFESSIONALENGINEER

MA Y 12 , 2026

STRUCTURA L

DA N M. T ONNING

OREGON

EXPIRES: 06-30-2028

109103PE

CONCRETE SLAB SCHEDULE

MARK

CS-1

THICK

6"

REINFORCING

#4 @ 12" OC EW

NOTES

FOOTING SCHEDULE

MARK

WIDTH

SIZE

LENGTH

REINFORCING NOTES

SF3.5 3'-6" -(4) #4 BARS EW T&B

THICK

3'-6" 12"

NOTES

01 FOR ADDITIONAL INFORMATION; RE: A3/S-103

NOTES 1, 2, 3 & 4

NOTES

1. FOR SLAB ON GRADE INFORMATION; RE GENERAL STRUCTURAL

NOTES, S1250 & S1300

2. FOR LAP SPLICE LENGTHS; RE: S0005 UNO

3. TOP OF SLAB VARIES. VARY BOTTOM OF SLAB ELEVATION IN

ORDER TOMAINTAIN THE MINIMUM SLAB THIKNESS INDICATED IN

SCHEDULE

4. AT PERIMETER OF SLAB PROVIDE TURNDOWN SLAB EDGE PER

S1315

LEGEND

CS-# CONCRETE SLAB; RE: SCHEDULE BELOW

SF# SPREAD FOOTING; RE: SCHEDULE BELOW

9"6"3"03" = 1'-0"

STEEL COLUMN BASE PLATEC1

9"

9"

3/4" STAINLESS

STEEL BASE PLATE

STEEL COLUMN;

RE: PLAN

(4) 3/4" DIA. STAINLESS STEEL

THREADED ANCHOR RODS

WITH HEAVY HEX HEAD NUTS,

EMBED MIN 9" INTO CONCRETE

OVER 1 1/2" DRYPACL

1/

2"

1 1/2"

3"

3" 1/4

2'1'6"01" = 1'-0"

SHADE STRUCTURE - ROOF PLANA1

1' -3

7'

-3

1' -3

SB

-1

SB-1

SB-1

SB

-1

SB

-1

SC-1

SC-1

S-103 A3

2'-0" 2'-0"

4'-0"

1'-1 1/2"

STAINLESS STEEL BRACE; RE: A3/S-103

STAINLESS STEEL BRACE; RE: A3/S-103

2'1'6"01" = 1'-0"

SHADE STRUCTURE - SECTIONA3

1' -0

5' -6

2'

-7

2'-0"

0104 (TYP 3)

1' -7

3/16 3/16

TYP

3/16

PLATE TO

COLUMN

1/2"

TYP

1/ 11 2"

1"

1/ 2"

1/4" STAINLESS STEEL

CAP PLATE BUTT

WELDED ALL AROUND

FLASHING PER METAL

DECK MANUFACTURER

3/16

3/16

3" M

IN

4"

1/4" X 2 1/2 STAINLESS

STEEL PLATE

1/2"2' -5

2'

-5

4"

3/16

ANGLE TO WIND

GIRT TYP

3/16

THREE SIDES TYP

ANGLE TO COL

(2) #4 TIES AROUND

COLUMN

DIAMOND BLOCK IN SLAB

WITH ISOLATION JOINT;

RE: FOUNDATION PLAN

O D

O R

C O

N

TR

O L

PA

N

EL

ST

R

U C

TU

R

AL

C

O

VE

R

S-103J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_S

TR

U

C \A

_S

TR

U C

TU

R

E\ S-

3.

D W

G

LA

ST

S

AV

ED

: 5 /2

6/

1:

A M

PR

IN

TE

D

: 9 /4

/2

3:

P

M

1. WORK SHALL BE SEQUENCED TO KEEP THE EXISTING PLANT IN

OPERATION. COORDINATE WORK IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 13.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY WORK

AND REPORT ANY DISCREPANCIES TO THE EOR.

3. THE CONTRACTOR TO DESIGN AND SUPPLY ALL REQUIRED

TEMPORARY SHORING TO COMPLETE THE PROJECT.

4. THE CONTRACTOR TO PROTECT ALL SURROUNDING ELEMENTS

FROM DAMAGE DURING THE DEMOLITION PROCESS.

GENERAL SHEET NOTES

SHEET KEYNOTES

01 STAINLESS STEEL BEAM; RE: PLAN AND SCHEDULE

02 C3X5_SS STAINLESS STEEL BRACE WELDED TO STEEL COLUMN

AND STEEL BEAM. RE: SPECIFICATIONS.

03 STAINLESS STEEL COLUMN; RE: PLAN AND SCHEDULE

04 26 GA. STANDING SEAM METAL ROOF & WALL PANEL SHALL BE

MANUFACTURED BY MBCI WITH A SMOOTH FINISH GALVANIZED

WITH AN ACRYLIC COATING OR AN APPROVED EQUAL. ROOF

DECK SHALL HAVE THE MINIMUM PROPERTIES:

Fy = 80 KSI Ix-x MIN. = 0.035 IN^4 Sx-x MIN. = 0.054 IN^3

DECK SHALL BE 2 SPAN MINIMUM

DECK DEPTH SHALL BE 1 1/4" MINIMUM

DECK WIDTH SHALL BE 36 INCHES MINIMUM

MINIMUM DECK ATTACHMENT PER 12 INCH MINIMUM DECK

WIDTH: SUPPORTING MEMBERS: 12x1-1/4" HEX HEAD SCREWS

SELF DRILLING SCREWS WITH EPDM WASHERS AT EACH LOW

FLUTE.

SIDE LAP: (2) #14x3/4" HEX HEAD SCREWS, SELF DRILLING, WITH

EPDM WASHERS AT 12" OC.

FOR ADDITIONAL INFORMATION, RE: S5403

ROOF DECK TYPE AND COLORS SHALL BE SELECTED BY THE

OWNER.

CONTRACTOR TO PROVIDE GALVANIC CORROSION PROTECTION

BETWEEN DISSIMILAR METALS.

05 STEEL BASE PLATE AND ANCHOR BOLTS; RE: PLAN, SCHEDULE,

AND DETAIL C1/S-103

06 CONCRETE SLAB ON GRADE; RE PLAN

07 CONCRETE FOOTING; RE: PLAN AND SCHEDULE

08 (3) HSS 3x3x1/4" STAINLESS STEEL HORIZONTAL WIND GIRTS ATTACHED TO COLUMNS WITH L2x2x1/4"x2" LONG SUPPORT

ANGLES TOP & BOTTOM OF EACH WIND GIRT.

FOR ADDITIONAL INFORMATION, RE: A3/S-103

ZBDAC

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

REG

ISTERED PROFESSIONALENGINEER

MA Y 12 , 2026

STRUCTURA L

DA N M. T ONNING

OREGON

EXPIRES: 06-30-2028

109103PE

STEEL BEAM SCHEDULE

BEAMMARK

SB-1

NOTES

C3X5 SS STAINLESS STEEL

COLUMN SCHEDULE

COLUMNMARK

SC-1

NOTES

HSS 3x3x1/4

BASE PLATE DETAILS

C1/S-103 & A3/S-103

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

PUMP STATION - STRUCTURAL OVERALL VIEWA1

2'-2"

CLEAR

VERIFY

3' -9

3'

-9

VERIFY

03 03

03 03

TYP

TYP

S-503 S8301

03 03

3" 3"

8' -0

3"3'-0"

VERIFY

3'-7"3"

3'-3"

CLEAR

2" LAP 2" LAP

4' -0

4'

-0

4'-5" 1'-7"

2" LAP2" LAP

3' -3

C

LE

AR

1' -5

2"

1' -7

"07

PU

M

P

ST

AT

IO

N

EN

LA

R G

ED

D

U M

PS

TE

R O

D O

R C

O N

TR

O

L

ST

R U

C

TU

R E

PL

AN

S-104J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_S

TR

U

C \A

_S

TR

U C

TU

R

E\ S-

4.

D W

G

LA

ST

S

AV

ED

: 1 0/

/2

:2

AM

PR

IN

TE

D

: 1 0/

/2

:2

AM

GENERAL SHEET NOTES

SHEET KEYNOTES

01 1/4" THICK 6061-T6 ALUMINUM CHECKERED PLATE ATTACHED

WITH #12 316 SELF DRILLING STAINLESS STEEL BUGLE HEAD

SCREWS WITH BONDED EPDM WASHERS @ 8" OC TO STEEL

FRAMING. PROVIDE A CONTINUOUS 1/16" THICK LAYER OF

NEOPRENE ISOLATION TAPE BETWEEN THE ALUMINUM CHECKER

PLATE AND THE GALVANIZED STEEL FRAMING.

02 HSS 6X6X1/4 G90 GALVANIZED STEEL BEAM

03 HSS 4X4X1/4 G90 GALVANIZED STEEL COLUMN

04 1/4" 6061-T6 ALUMINUM CHECKERED PLATE ACCESS HATCH WITH

SS TUBE HANDLE; RE: S8302

05 45 DEGREE MITERED END JOINT AT BEAM INTERSECTION. BUTT

WELD BEAMS ON ALL FACES AND GRIND WELDS TO BE FLUSH

WITH BEAM SURFACE. TOUCH UP GALVANIZATION AFTER

WELDING.

06 BUTT WELD BEAMS ON ALL FACES AT BEAM INTERSECTION.

GRIND WELDS TO BE FLUSH WITH BEAM SURFACE. TOUCH UP

GALVANIZATION AFTER WELDING.

07 L3X3X1/4 GALVANIZED STEEL SUPPORT BEAM. VERTICAL LEG OF

ANGLE ORIENTED DOWN. BUTT WELD BEAMS TO STEEL SUPPORT

MEMBER. ANGLE TO SUPPORT CHECKERED PLATE, PROVIDE A

CONTINUOUS 1/16" THICK LAYER OF NEOPRENE ISOLATION TAPE

BETWEEN THE ALUMINUM CHECKER PLATE AND THE GALVANIZED

STEEL FRAMING.

08 VERIFY WITH DUMPSTER MANUFACTURER

09 PROVIDE OPENINGS IN COVER TO ACCEPT EQUIPMENT CHUTES;

RE: MECHANICAL

10 EXISTING GALVANIZED STEEL FRAME

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

REG

ISTERED PROFESSIONALENGINEER

MA Y 12 , 2026

STRUCTURA L

DA N M. T ONNING

OREGON

EXPIRES: 06-30-2028

109103PE

1. WORK SHALL BE SEQUENCED TO KEEP THE EXISTING PLANT IN

OPERATION. COORDINATE WORK IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 13.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY WORK

AND REPORT ANY DISCREPANCIES TO THE EOR.

3. THE CONTRACTOR TO DESIGN AND SUPPLY ALL REQUIRED

TEMPORARY SHORING TO COMPLETE THE PROJECT

4. THE CONTRACTOR TO PROTECT ALL SURROUNDING ELEMENTS

FROM DAMAGE DURING THE DEMOLITION PROCESS

ST

AN

D

AR

D H

VA

C

N O

TE

S

AN

D

S

YM

BO

LS

MH-001J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\M H

-0

S

TD

H

VA

C N

O

TE

S

AN

D S

YM

BO

LS

.D

W G

LA

ST

S

AV

ED

: 5

/2 6/

1:

A

M

PR

IN

TE

D : 9

/4 /2

3:

P M

SADAC

GENERAL HVAC NOTES

1) ALL NOTES SPECIFIED HEREIN ARE TO BE COMPLETED OR

ADHERED TO BY THE CONTRACTOR, UNLESS SPECIFICALLY

NOTED TO BE PERFORMED BY OTHER PARTIES.

2) SUBMIT ALL EQUIPMENT AND REQUIRED SHOP DRAWINGS

PRIOR TO CONSTRUCTION IN ACCORDANCE WITH

SPECIFICATION 01 33 00 – SUBMITTAL PROCEDURES.

3) ALL HVAC EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE

WITH LOCAL ADOPTED CODE, MANUFACTURER

RECOMMENDATIONS AND PROJECT PLANS AND

SPECIFICATIONS.

4) ALL HVAC SYSTEMS SHALL BE TESTED, BALANCED, INSPECTED

AND APPROVED BY THE LOCAL AUTHORITY HAVING

JURISDICTION, RE: SPECS FOR TESTING AND BALANCING

REQUIREMENTS.

5) PLANS ARE DIAGRAMATIC. THE HVAC CONTRACTOR IS

RESPONSIBLE TO ENSURE THAT ALL MATERIAL, HARDWARE

AND DEVICES ARE PROVIDED AND INSTALLED TO CREATE A

COMPLETE AND OPERATING SYSTEM IN ACCORDANCE WITH

APPLICABLE REGULATIONS.

6) NOT ALL DUCT AND EQUIPMENT SUPPORTS ARE SHOWN. THE

HVAC CONTRACTOR IS RESPONSIBLE TO SUPPORT ALL DUCT

WORK IN ACCORDANCE WITH SMACNA RULES AND EQUIPMENT

SHALL BE ANCHORED AND SUPPORTED IN ACCORDANCE WITH

MANUFACTURER RECOMMENDATIONS AND LOCAL SEISMIC

REQUIREMENTS.

7) THE CONTRACTOR SHALL COORDINATE ALL HVAC EQUIPMENT

INSTALLATIONS BETWEEN STRUCTURAL, MECHANICAL AND

ELECTRICAL WORK TO OBTAIN A COMPLETE SYSTEM

OPERATING IN ACCORDANCE WITH THE FOLLOWING SEQUENCE

OF OPERATION FOR EACH BUILDING.

8) THE DUCT AND EQUIPMENT LOCATIONS ARE SHOWN

APPROXIMATE. THE CONTRACTOR SHALL COORDINATE THE

INSTALLATIONS WITH OTHER TRADES.

9) THE DRAWINGS SHOWS THE BASIS OF DESIGN WHICH IS

SPECIFIC EQUIPMENT USED TO MEETING THE DESIGN

CONDITIONS. THE BASIS OF DESIGN DOES NOT PROHIBIT THE

USE OF OTHER MANUFACTURER’S EQUIPMENT UNLESS

EXPLICITLY STATED IN THE HVAC EQUIPMENT SPECS. THE

EQUIPMENT SUPPLIED AND INSTALLED SHALL BE THE

EQUIPMENT SPECIFIED OR EQUAL IN FEATURES, CAPACITIES,

FUNCTIONS, CAPABILITIES AND SERVICE. THE PROJECT

ENGINEER RESERVE THE RIGHT TO REJECT EQUIPMENT THAT

DOES NOT MEET PROJECT SPECIFICATIONS AS DEFINED.

10) PROVIDE AND INSTALL ALL MOUNTING SYSTEMS FOR THE

EQUIPMENT BEING INSTALLED IN THE HVAC SCOPE OF WORK.

11) PROVIDE AND INSTALL WALL COLLARS FOR DUCT

PENETRATIONS AND SEAL WEATHER TIGHT WITH FINISH OF THE

WALL BEING PENETRATED.

12) COORDINATE THE INSTALLATION OF HVAC CONTROLS,

THERMOSTATS, PANELS, AND MOTOR OPERATED LOUVERS

WITH OTHER HVAC EQUIPMENT.

13) PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS

AND PLANS, VISIT THE JOBSITE, TAKE NECESSARY

MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER

ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. NO

ALLOWANCES WILL BE MADE FOR EXTRA COST RESULTING

FROM FAILURE TO NOTE EXISTING CONDITIONS.

14) THE HVAC CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL

REQUIRED PERMITS PRIOR TO BEGINNING ANY WORK. ALL

WORK SHALL BE INSPECTED BY THE LOCAL AUTHORITY HAVING

JURISDICTION. PROVIDE TESTING AND BALANCING WHERE

INDICATED IN THE PROJECT SPECIFICATIONS.

HVAC SEQUENCE OF OPERATIONS

PUMP STATION:

THE PUMP STATION IS CLASSIFIED AS A CLASS I, DIVISION 1 (C1D1)

HAZARDOUS LOCATION IN ACCORDANCE WITH THE 2024 VERSION OF

THE NFPA 820 CODE. MECHANICAL VENTILATION IS PROVIDED TO

MAINTAIN OPERATOR COMFORT AND TO SUPPLY AIR TO THE ODOR

CONTROL SYSTEM.

THE SUPPLY FAN SF-101 AND EXHAUST FAN EF-101 SHALL BE

INTERLOCKED TO START AND STOP SIMULTANEOUSLY AND SHALL

OPERATE CONTINUOUSLY DURING NORMAL SYSTEM OPERATION.

ON/OFF SWITCHES CAN BE FOUND AT THE MOTOR CONTROL CENTER

30MCC1, E-701. A REMOVABLE FILTER IS LOCATED UPSTREAM OF THE

SUPPLY FAN AND A DIFFERENTIAL PRESSURE GAUGE WITH A RANGE

OF 0–1 INCH WATER COLUMN (IN. W.C.) HAS BEEN PROVIDED TO

MONITOR FILTER CONDITIONS. THE FILTER SHALL BE REPLACED

WHEN THE DIFFERENTIAL PRESSURE REACHES 0.75 IN. W.C.

DUCT SYMBOLS

M

C C C C

CD CD CD

A A A A

HV HV HV

NG NG NG

RL RL RL

RS RS RS

V V V V

GD

AIR

CONDENSATE DRAIN

CONDUIT

FLEXIBLE DUCT

FLEXIBLE GAS CONNECTION

HVAC

NATURAL GAS

REFRIGERANT LIQUID

REFRIGERANT SUCTION

VENT

SUPPLY DIFFUSER

RETURN GRILLE

RETURN AIR DUCT SECTION

RETURN AIR DUCT UP

RETURN AIR DUCT DOWN

SUPPLY AIR DUCT SECTION

SUPPLY AIR DUCT UP

SUPPLY AIR DUCT DOWN

EXHAUST AIR DUCT SECTION

EXHAUST AIR DUCT UP

EXHAUST AIR DUCT DOWN

BALANCING DAMPER

DUCT SIZE, FIRST FIGURE IS SIDE

SHOWN18X12

BURIED OR UNDER FLOOR DUCT

FLEXIBLE DUCT CONNECTION

DUCT TRANSITION

ELBOW WITH TURNING VANES

BACKDRAFT / RELIEF DAMPER

CIRCULATION FAN

VENT OR CEILING EXHAUST FAN

EXHAUST FAN

SUPPLY FAN

UNIT HEATER

GAS DETECTOR

MOTOR

PRESSURE REGULATOR VALVE

GAS BALL VALVE

EQUIPMENT SYMBOLS

AC

ABBREVIATION TABLE

AIR CONDITIONING UNIT / AIR HANDLER

ACF AIR CIRCULATION FAN

BB BRANCH BOX

BD BACK DRAFT DAMPER

CD CONDENSATE DRAIN

CF CIRCULATION FAN

CFM CUBIC FEET PER MINUTE

CU CONDENSING UNIT

D DIFFUSER

DDC DIRECT DIGITAL CONTROL

EA EXHAUST AIR

EF EXHAUST FAN

FA FOUL AIR

FCU FAN CONTROL UNIT

FR FIRE RISER

G GRILL

GD GAS DETECTOR

GRH GAS RADIANT HEATER

GUH GAS UNIT HEATER

GV GRAVITY VENTILATOR

DOAS DEDICATED OUTDOOR AIR SYSTEM

HP HEAT PUMP

HX HEAT EXCHANGER

IRH INFRARED HEATER

LLC LEAD-LAG CONTROLLER

LV LOUVER

M MOTOR

MBD MANUAL BALANCING DAMPER

MC MECHANICAL CHILLER

ML MOTORIZED LOUVER

MD MOTORIZED DAMPER

MS MINI-SPLIT

NG NATURAL GAS

OA OUTSIDE AIR

R REGISTER

RA RETURN AIR

RD RELIEF DAMPER

RL REFRIGERANT LIQUID

RH RADIANT HEATER

RS RETURN SUCTION

RTU ROOF TOP UNIT

SF SUPPLY FAN

SP STATIC PRESSURE

TS TEMPERATURE SENSOR

TD TRANSFER DUCT

TX THERMOSTAT

UH UNIT HEATER

V VENT

VH VENTILATION HOOD

WAC WALL-MOUNTED AIR CONDITIONING UNIT

WH WEATHERHOOD

M

GRAVITY VENTILATOR

M

LINE TYPES

INSTRUMENTATION AND CONTROLS

SD SMOKE DETECTOR

H HUMIDISTAT

T THERMOSTAT

ALARM BEACON

$ $3 SWITCH / THREE-WAY SWITCH

TS TEMPERATURE SENSOR

AIR FLOW SENSOR

M

ROUND RECT.

FLEXIBLE DUCT

SUPPLY AIR

RETURN AIR

SIDE VIEW TOP VIEW

LOUVER

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

SEP. 13 , 2022

CURT I S BUT T ERFIELD

DN

DN

W

2'' W

2'' W

2'' W

2'' W

2'' W

2'' W

2''W

2''W

2''W

2''W

4''DR 4''DR

4' 'D

R 4'

'D R

4' 'D

R

W

SLOPE

M

M

EF-101

SF-101

LV-101

4500 CFM

1500 CFM

DN

MH-301

A1

4500 CFM

(NEW)

(NEW)10

11 12

3000 CFM

(NEW)

PU

M

P

ST

AT

IO

N

H

VA

C P

LA

N

MH-101J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\A _S

TR

U

C

TU

R E\

M H

-1

.D W

G

LA

ST

S

AV

ED

: 9 /4

/2

2:

P

M

PR

IN

TE

D : 9

/4 /2

3:

P M

1. REFERENCE GENERAL HVAC NOTES, SHEET MH-001, FOR

ADDITIONAL REQUIREMENTS.

2. REFERENCE MH-500 SHEETS FOR HVAC DETAILS AND MH-600 FOR

HVAC SCHEDULES.

GENERAL SHEET NOTES

SHEET KEYNOTES

01 SIGNAL FROM CONTROL PANEL; RE: E-101

02 EXISTING 24" SUPPLY DUCT, RETAIN AND PROTECT

03 EXISTING 24" EXHAUST DUCT, RETAIN AND PROTECT

04 STAINLESS STEEL DUCT TRANSITION AS NEEDED

05 INSTALL REMOVABLE FILTER BOX WITH MERV 8 FILTER;

RE: H3010 OR APPROVED EQUAL

06 EXISTING ROOF PENETRATION

07 DIFFERENTIAL PRESSURE GAUGE, DWYER 2002 MAGNEHELIC OR

APPROVED EQUAL; RE: H3010

08 EXISTING 18" EXHAUST DUCT WITH ACCESSORIES, RETAIN AND

PROTECT

09 PROVIDE FLEX CONNECTORS AT MOTOR AND DUCT

CONNECTION; RE: SPECS

10 PROVIDE NEW FLANGES TO CONNECT TO NEW SUPPLY FAN

11 PROVIDE SUPPORTS FOR LOUVER, FILTER BOX, AND NEW AND

EXISTING DUCTWORK AS NEEDED; RE: H3013

12 LOUVER FRAME SHALL BE FULLY ENCLOSED WITH SHEET METAL

SLEEVE/HOUSING AND CONNECTED TO ASSOCIATED STEEL

DUCTWORK. ONLY LOUVER INTAKE FACE SHALL REMAIN

EXPOSED.

EQUIPMENT KEYNOTES

EF-101 EXHAUST FAN; RE: MH-601

SF-101 SUPPLY FAN; RE: MH-601

LV-101 LOUVER; RE: H4001, MH-601

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

SEP. 13 , 2022

CURT I S BUT T ERFIELD

EQUIPMENT MOUNTING HEIGHT

EQUIPMENT MOUNTING ABOVE FINISHED FLOOR

EF-101 66"

PUMP STATION - HVAC SECTIONA1

M

EF-101

1500 CFM

1500 CFM02

3000 CFM

(NEW)

PU

M

P

ST

AT

IO

N

H

VA

C S

EC

TI

O N

MH-301J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\A _S

TR

U

C

TU

R E\

M H

-3

.D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:1

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

1. REFERENCE GENERAL HVAC NOTES, SHEET MH-001, FOR

ADDITIONAL REQUIREMENTS.

2. REFERENCE MH-500 SHEETS FOR HVAC DETAILS AND MH-600 FOR

HVAC SCHEDULES.

3. NEW INLINE EXHAUST FAN SHALL BE CONNECTED TO EXISTING

DUCTWORK USING NEW FLANGE ADAPTERS.

4. IF CEILING-MOUNTED SUPPORTS ARE NOT FEASIBLE, PROVIDE A

UNISTRUT FLOOR-MOUNTED SUPPORT FRAME WITH BASE PLATES

AND VIBRATION ISOLATION MOUNTS TO SUPPORT THE INLINE

FAN.

GENERAL SHEET NOTES

SHEET KEYNOTES

01 INSTALL BIRD SCREEN AT OPENING

02 PROVIDE FLEX CONNECTORS AT MOTOR AND DUCT

CONNECTION; RE: SPECS

03 EXISTING FLOOR PENETRATION

04 EXISTING 24" EXHAUST DUCT, RETAIN AND PROTECT

05 MOUNT NEW IN-LINE EXHAUST FAN AS SHOWN. PROVIDE AND

INSTALL ALL REQUIRED HANGERS, SUPPORTS, AND

CONNECTIONS IN ACCORDANCE WITH THE EXHAUST FAN

SCHEDULE AND MANUFACTURER'S INSTALLATION

REQUIREMENTS.

06 SIGNAL FROM CONTROL PANEL, RE: E-701

07 EXISTING TEE FITTING, RETAIN AND PROTECT

08 EXISTING DUCT TRANSITION, RETAIN AND PROTECT

09 EXISTING 18" EXHAUST DUCT WITH ACCESSORIES, RETAIN AND

PROTECT

10 EXISTING ROOF PENETRATION

11 PROVIDE NEW FLANGES ON EXISTING DUCT TO CONNECT TO

NEW EXHAUST FAN

EQUIPMENT KEYNOTES

EF-101 EXHAUST FAN; RE: MH-601

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

SEP. 13 , 2022

CURT I S BUT T ERFIELD

EQUIPMENT MOUNTING HEIGHT

EQUIPMENT MOUNTING ABOVE FINISHED FLOOR

EF-101 66"

FILTER BOX W/ DPG DETAILH3010

METAL DUCT

AIR FLOWAIR FLOW

ACCESS

PANELGASKET AND AIR TIGHT

1" MERV 8

FILTER, TYP.

FILTER TRAY

SPRING CLIPS, TYP.

DPS

DIFFERENTIAL PRESSURE GAUGE

WITH A RANGE OF 0'-1" W.C.

DWYER 2002 MAGNEHELIC OR

APPROVED EQUAL

N.T.S.

DUCT SUPPORTSH3013

11 04

PE

R

P

LA

N S

B A

D C

12 02

PE

R

P

LA

N S

A-A SECTION B-B SECTION

C-C SECTION D-D SECTION

TYPE 1 - DUCT SUPPORT TYPE 3 - DUCT SUPPORT

GENERAL NOTES:

1. ALL UNISTRUT CHANNEL AND HARDWARE SHALL

BE SST UNLESS OTHERWISE INDICATED.

2. CONTRACTOR TO CONSTRUCT IN THE FIELD AND

VERIFY ALL DIMENSIONS AND ELEVATIONS.

KEYED NOTES:

01 4-HOLE TEE PLATE, SST, TYP

02 POST BASE, SST, TYP

03 3/8"x8" EPOXY CONCRETE ANCHOR, TYP

04 INSULATED DUCT, RE: HVAC PLANS, TYP

05 ANGLE FITTING, TWO HOLE, 52.5 DEG, TYP

06 ANGLE FITTING, TWO HOLE, 37.5 DEG, TYP

07 B22 SST B-LINE STRUT CHANNEL, TYP

08 PARAPET WALL, RE: PLANS

09 NOT USED

10 ANGLE BRACING, PROVIDE CONTINUOUS ANGLE

BRACING THROUGHOUT

11 3/8" SST THREADED ROD, TYP

12 BOLT

PE

R

P

LA

N S

PE

R

P

LA

N S

TYP

H

VA

C S

TA

N

D

AR

D D

ET

AI

LS

MH-501J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\M H

-5

S

TD

H

VA

C D

ET

AI

LS

.D

W G

LA

ST

S

AV

ED

: 5

/2 2/

:1

PM

PR

IN

TE

D

: 9 /4

/2

3:

P

M

SADAC

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

H

VA

C S

C H

ED

U

LE

S

MH-601J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_H

VA

C

\M H

-6

S

TD

H

VA

C S

C H

ED

U

LE

S.

D W

G

LA

ST

S

AV

ED

: 5 /2

2/

:1

PM

PR

IN

TE

D : 9

/4 /2

3:

P M

SADAC

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

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

FLOOR DRAINP1001

FINISHED FLOOR

FLOOR DRAIN AS

SPECIFIED

REFER TO STRUCTURAL

SLAB PLAN FOR FLOOR

SLOPE AND FINISH

ELEVATION FOR

FLOOR DRAIN

W/ ADJUSTABLE

GRATE HEIGHT

PVC DWV OR

CAST IRON DRAIN.

SLOPE AT 1/4" PER

FT OR AS SHOWN

'P' TRAP

PROVIDE 1" AIR GAP FROM

ODOR CONTROL DRAIN

LINE. CONTRACTOR TO

ROUTE ODOR CONTROL

DRAIN LINE TO THE FLOOR

DRAIN.

ST

AN

D

AR

D P

LU

M

BI

N

G D

ET

AI

LS

MP-501J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_P

LU

M

B\ P-

ST

AN

D

AR

D P

LU

M

BI

N

G D

ET

AI

LS

.D

W G

LA

ST

S

AV

ED

: 5

/2 2/

:1

PM

PR

IN

TE

D

: 9 /4

/2

3:

P

M

SADAC

PROJECT NO.

SHEET NO.

225101-001

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

M O

D

IF

IC

AT

IO

N

S N

O

R

EV

IS

IO

N S

D

AT

E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.

C

IT

Y O

F N

EW

PO

R T

OREGON

EXPIRES: 12-31-2027

101193PERE

GIS

TERED PROFESSIONALENGINEER

D

AR

D M

EC

H

AN

IC

AL

S

YM

BO

LS

A

N D

N O

TE

S

M-001J:

\2

C

IT

Y

O F

N

EW

PO

R

T O

R \0

N O

R

TH

SI

D

E

PU

M P

ST

AT

IO

N

\C _D

ES

N

C

AD

\3

_D

ES

IG

N

\D _P

LA

N

S- 1\

_M

EC

H

\S

TD

M

EC

H

AN

IC

AL

S

YM

BO

LS

A N

D N

O

TE

S.

D

W G

LA

ST

S

AV

ED

: 5

/2 2/

:2

PM

PR

IN

TE

D

: 9 /4

/2

3:

P

M

---DAC

GENERAL MECHANICAL NOTES

1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION

POINTS. MINIMUM COVER SHALL BE 5'-0" UNLESS OTHERWISE

SHOWN.

2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND

TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE

INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE

THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS

SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS

SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE

ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL

BE AS SPECIFIED.

4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED

WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL.

5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS

SHALL BE PROVIDED WITH JOINT RESTRAINT, THRUST TIES,

BLOCKS OR ANCHORS UNLESS OTHERWISE NOTED. THRUST

PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES

SPECIFIED.

6. SYMBOLS, LEGENDS AND PIPE USE IDENTIFICATIONS SHOWN

SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS WHEREVER

APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT

NECESSARILY USED IN THE PROJECT.

7. ALL PIPING SPECIFIED TO BE PRESSURE TESTED EXCEPT

FLANGED, WELDED, GROOVED END OR SCREWED PIPING SHALL

BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION

CHANGES UNLESS OTHERWISE NOTED. SEE THRUST DETAILS

AND NOTES ON DRAWINGS.

8. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE

ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO

FACILITATE CONVENIENT REMOVAL OF VALVES AND

MECHANICAL EQUIPMENT.

9. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR

COORDINATING AND PERFORMING THE CONNECTION OF THE

PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER

THIS CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES.

10. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE

THAT IS TO CONNECT TO OR CROSS AN EXISTING PIPE OR

STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING

PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE,

MATERIALS AND ELEVATIONS.

11. COMPONENTS SHOWN WITH A DOUBLE ASTERISK (**) ARE PART

OF A PACKAGE SYSTEM. SEE EQUIPMENT SPECIFICATIONS.

12. GENERAL MECHANICAL NOTES APPLY TO ALL MECHANICAL

DRAWINGS AND PIPING.

13. NOT ALL THE REQUIRED FITTINGS ARE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL THE

FITTINGS SHOWN ON THE DRAWINGS AND ADDITIONAL FITTINGS

AS REQUIRED FOR THE PIPING ARRANGEMENTS SHOWN ON THE

DRAWINGS AND PER EQUIPMENT FURNISHED.

14. SUCTION AND DISCHARGE PIPING OF PUMPS SHALL BE

INSTALLED AND SUPPORTED IN SUCH A MANNER SO THAT THEY

DO NOT IMPART STRAIN ON…