MCDD_PS4_FINAL_Drawings_Apr2023-signed.pdf

CITY OF PORTLAND

MCDD

PUMP STATION #4

TRASH RAKE REPLACEMENT PROJECT

MCDD PROJECT 85037

INDEX OF DRAWINGS

VICINITY MAP

SCALE: 1"=500'

APRIL 2023

GENERAL

COVER SHEET, INDEX OF DRAWINGS, AND MAPS

ABBREVIATIONS, LEGEND, SYMBOLS, GENERAL NOTES, AND SITE PLAN

G-001

G-002

N

E

L

O

M

B

A

R

D

S

T

ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO

FOLLOW THE RULES ADOPTED BY THE OREGON UTILITY

NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR

952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR

MAY OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY

NOTIFICATION CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY

NOTIFICATION CENTER IS 503-246-6699.)

MECHANICAL

MECHANICAL DEMOLITION PLAN <TO FOLLOW>

MECHANICAL PLAN

MECHANICAL SECTIONS 1 OF 2

MECHANICAL SECTIONS 2 OF 2

MECHANICAL DETAILS

M-100

M-101

M-102

M-103

M-110

N

E LO

M

BARD

PL

N E

S T

A V E

VERTICAL DATUM:

NAVD88

HORIZONTAL COORDINATE SYSTEM:

NAD83, OREGON STATE PLANE

NORTH ZONE (3601), INTERNATIONAL

FEET

CITY OF PORTLAND

Know what'sbelow.

Call before you dig.

ELECTRICAL

ELECTRICAL LEGEND AND ABBREVIATIONS

ELECTRICAL PLAN EXISTING

ELECTRICAL PLAN PROPOSED

ELECTRICAL CIRCUIT SCHEDULE

ELECTRICAL DETAILS 1

E-1

E-2

E-3

E-4

E-5

AREA MAP

SCALE: 1"=7500'

PROJECT

LOCATION

PROJECT

LOCATION

N E M

ARIN

E D

R

STRUCTURAL

888 SW 5TH AVENUE, SUITE 1170

PORTLAND, OREGON 97204

P 503.225.9010

GENERAL STRUCTURAL NOTES, QUALITY ASSURANCE PLAN

STRUCTURAL PLAN

STRUCTURAL SECTIONS

STRUCTURAL DETAILS 1 OF 3

STRUCTURAL DETAILS 2 OF 3

STRUCTURAL DETAILS 3 OF 3

S-100

S-101

S-102

S-110

S-111

S-112

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

#85037

PMD

MBE

MLC

WAR

G-001

COVER SHEET, INDEX OF

DRAWINGS, AND MAPS

APPROVING AGENCY: MULTNOMAH COUNTY DRAINAGE DISTRICT NO. 1

PROJECT MANAGER: __________________________ DATE: ________

ENGINEER: __________________________ DATE: _________

OPERATIONS __________________________ DATE: _________

CHIEF ENGINEER: __________________________ DATE: _________

RENEWS: 12/31/24

4/11/2023

4/11/2023

4/11/2023

U

G

P

W

SCALE: 1"=20'

CONCRETE

GENERAL NOTES

1. DEMOLISH EXISTING ATLAS POLAR TRASH

RAKE SYSTEM PER DRAWING M-100.

2. TRASH RAKE EQUIPMENT AND RELATED

APPURTENANCES ARE MANUFACTURED BY

LAKESIDE EQUIPMENT CORPORATION AND

PROVIDED BY OWNER. CONTRACTOR TO

INSTALL EQUIPMENT PER THE CONTRACT

DOCUMENTS AND MANUFACTURER'S

INSTRUCTIONS. SEE SPECIFICATION

SECTION 46 21 76 AND SHOP DRAWINGS

INCLUDED IN THE SUPPLEMENTAL

INFORMATION.

3. THE FOLLOWING ARE THE MAJOR

COMPONENTS OF THE TRASH RAKE

EQUIPMENT PROVIDED BY EQUIPMENT

MANUFACTURER:

a. TRASH RAKES (4) AND SUPPORT

STRUCTURE

b. HYDRAULIC POWER UNITS (HPUs) AND

TERMINAL BOXES (4)

c. HYDRAULIC LINES AND FITTINGS d.MAIN (INTERIOR) CONTROL PANEL AND

LOCAL (EXTERIOR) CONTROL PANEL

4. PREPARE EAST AND WEST WING WALLS

AND INTERMEDIATE PIERS PRIOR TO

ANCHORING RAKE SUPPORT STRUCTURE

PER STRUCTURAL DRAWINGS.

5. INSTALL HYDRAULIC LINES AND FITTINGS

PROVIDED BY EQUIPMENT MANUFACTURER

FROM HPUs TO TRASH RAKES PER

MECHANICAL DRAWINGS.

6. REMOVE AND REPLACE FLOOR HATCHES IN

DEBRIS DECKS PER STRUCTURAL

DRAWINGS.

7. REMOVE AND REINSTALL EXISTING

WALKWAY WITH NEW FABRICATED

SUPPORTS FROM INTERMEDIATE PIERS

PER STRUCTURAL DRAWINGS.

8. REMOVE EXISTING LEVEL SWITCHES FROM

EACH OF THE FOUR PUMP BAYS AND

INSTALL NEW LEVEL TRANSDUCERS AND

CURRENT SENSING RELAYS PER

ELECTRICAL DRAWINGS.

9. SYSTEM INTEGRATION BY OWNER'S

ON-CALL INTEGRATOR. CONTRACTOR TO

COORDINATE INTEGRATION WORK WITH

INTEGRATOR AND EQUIPMENT

MANUFACTURER.

10. COORDINATE START-UP, COMMISSIONING,

AND TRAINING WITH EQUIPMENT

MANUFACTURER.

1. LIFTING CAPACITY: 2000 LBS (MIN)

2. MATERIALS:

GALVANIZED STEEL CONSTRUCTION

BOLTS STAINLESS STEEL

BUSHINGS BRONZE

UHMW WIPER BLADE

3. HYDRAULICS: SEE HYDRAULIC DIAGRAM IN

LAKESIDE SHOP DRAWINGS

4. ELECTRICS: SEE ELECTRIC DIAGRAM IN

LAKESIDE SHOP DRAWINGS

5. STAND SUPPORT LOADS, EAST AND WEST

WINGWALLS:

VERTICAL FORCE: 25 kN

HORIZONTAL FORCE: 11 kN

TURNING MOMENT: 11.5 kNm

6. STAND SUPPORT LOADS, INTERMEDIATE

PIERS:

VERTICAL FORCE: 50 kN

HORIZONTAL FORCE: 22 kN

TURNING MOMENT: 23 kNm

MACHINE SPECIFICATION

THERE ARE INHERENT DANGERS WHILE INSTALLING OR

OPERATING ELECTRICALLY POWERED MECHANICAL

EQUIPMENT. EXERCISE CAUTION TO PREVENT ACCIDENTS.

SAFETY WARNING

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

MBE

MLC

WAR

ABBREVIATIONS, LEGEND,

SYMBOLS, GENERAL NOTES,

AND SITE PLAN

G-002

SITE PLAN

STAGINGAREA NO. 1

PUMPSTATION #4

COLUMBIA

SLOUGH

SITE NOTES:

1. SEE GENERAL NOTES ON THIS SHEET FOR PROPOSED IMPROVEMENTS.

2. PROTECT COLUMBIA SLOUGH FROM FALLING CONSTRUCTION DEBRIS PER SPILL PREVENTION PLAN

PREPARED BY CONTRACTOR AND APPROVED BY OWNER. WORK SHALL NOT COMMENCE UNTIL PLAN IS

APPROVED.

3. STAGING AREAS SHOWN ARE APPROXIMATE. CONTRACTOR TO STORE ALL HAZARDOUS MATERIALS AT

LEAST 100-FT FROM WELL NO. 15 IN STAGING AREA NO. 2. USE STAGING AREA NO. 1 FOR ALL NON

HAZARDOUS MATERIALS AND EQUIPMENT.

4. MAINTAIN VEHICULAR ACCESS TO PUMP STATION BUILDING AND WELL SITE AT ALL TIMES DURING

CONSTRUCTION.

PROPOSED TRASH

RAKES (4 TOTAL),

SEE MECHANICAL

SHEETS

EST

UGP

EW

CHAIN LINK FENCE

GUY WIRE

UTILITY POLE

STRUCTURE OR FACILITY

CONTOUR MINOR

CONTOUR MAJOR

HANDRAIL

STORM DRAIN

TOPOGRAPHIC LEGEND

ELECTRICITY

WATERLINE

EXISTING

EDGE OF GRAVEL

ABBREVIATIONS

@ AT

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTADIENE

STYRENE

AC ASPHALTIC CONCRETE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPROX APPROXIMATE

APPVD APPROVED

ASSY ASSEMBLY

AWWA AMERICAN WATER WORKS

ASSOCIATION

BS BOTH SIDES

BSMT BASEMENT

BTF BOTTOM FACE

BTU BRITISH THERMAL UNIT

CIP CAST-IN-PLACE

CL or C/L CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION

CND CONDUIT

CONC CONCRETE

CPLG COUPLING

CR CRUSHED ROCK

DEFL DEFLECTION

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIN DEUTSCHE INDUSTRIE NORMEN

(GERMAN INDUSTRIAL STANDARD)

DWG DRAWING

EA EACH

EL ELEVATION

ELB ELBOW

EQ EQUAL

ESC EROSION SEDIMENT

CONTROL

EVG EVERGREEN

EXIST EXISTING

FDN FOUNDATION

FLG FLANGE

FM FORCE MAIN

FO FIBER OPTIC

FW FINISH WATER

GALV GALVANIZED

GR GRADE

HDPE HIGH DENSITY POLYETHYLENE

HOA HAND/OFF/AUTO SWITCH

HORIZ HORIZONTAL

HPU HYDRAULIC POWER UNIT

HWS HIGH WATER SURFACE

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE INVERT ELEVATION

ISO INTERNATIONAL ORGANIZATION

FOR STANDARDIZATION

kN KILONEWTON

LB POUND

LF LINEAR FOOT

LOC LOCATION

LWS LOW WATER SURFACE

MATL MATERIAL

MAX MAXIMUM

MCDD MULTNOMAH COUNTY

DRAINAGE DISTRICT

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OHP OVERHEAD POWER

PL PROPERTY LINE

PE POLYETHYLENE

PVC POLYVINYL CHLORIDE

PWR POWER

RD ROAD

RDCR REDUCER

RESTR RESTRAINED

REQ'D REQUIRED

RFCA RESTRAINED FLANGED

COUPLING ADAPTER

ROW or R/W RIGHT-OF-WAY

RW RAW WATER

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SHT SHEET

SLP SLOPE

SPECS SPECIFICATIONS

SPL SPOOL

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

T or TEL TELEPHONE

TB THRUST BLOCK

THK THICKNESS

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR

WEIGHT

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W WATER / WEST

W/ WITH

W/O WITHOUT

WTP WATER TREATMENT PLANT

SHEET FROM

WHICH DETAIL

IS TAKEN *

SHEET WHERE

SECTION IS

SHOWN *

SECTION AND DETAIL DESIGNATIONS

SECTION DESIGNATIONS DETAIL DESIGNATIONS

SCALE:

DETAIL

A

SCALE:

SECTION

A

* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN ON THE

SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.

SECTION LETTER

DESIGNATION

SHEET FROM

WHICH SECTION

IS TAKEN *

SECTION LETTER

DESIGNATION

DETAIL

NUMBER

GRAVEL

AREA

PORTLAND

WATER

BUREAU

WELL NO.

15 SITE

O

M

A

R

I

N

E

D

R

I

V

E

DEBRIS

DECK

WELL

NO. 15

STAGINGAREA NO. 2

RENEWS: 12/31/24

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

JLC

MLC

WAR

MECHANICAL DEMOLITION PLAN M-100

DEMOLITION PERSPECTIVE

SCALE: NTS

NOTES:

1. DEMOLISH AND REMOVE ENTIRE EXISTING

ATLAS POLAR TRASH RAKE SYSTEM

INCLUDING THE HORIZONTAL BEAM AND

RAIL; SUPPORT COLUMNS; CONTROL CABLE

AND FESTOON SYSTEM; RAKE UNIT HEADS,

CHASSIS, AND BOOMS; AND WALKWAY

SUPPORT FRAME. SEE SPECIFICATION

SECTION 02 41 00.

2. SEE DRAWING SHEET E-2 AND

SPECIFICATION SECTION 26 05 05 FOR

DEMOLITION OF ELECTRICAL AND CONTROL

COMPONENTS.

3. SALVAGE EXISTING WALKWAY AND

GUARDRAIL; REINSTALL PER STRUCTURAL

SHEETS.

DEMOLISH & REMOVE

LEGEND

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

JLC

MLC

WAR

MECHANICAL PLAN M-101

DEBRIS DECK LEVEL PLAN

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

A

M-102

B

M-102

C

M-102

EXISTING

TRASH RACK,

TYP 4

PUMP ROOM LEVEL PLAN

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

PUMP P-1

PUMP P-2

PUMP P-3

PUMP P-4

D

M-103

D

M-103

DEBRIS

DECK

HYDRAULIC

LINES (TYP)

MAIN

CONTROL

PANEL, SEE

SHT E-3

COLUMBIA

SLOUGH

PUMP

ROOM

HPU 2

HPU 4 HPU 1

HPU 3

INTERIOR

CONCRETE

COLUMN, TYP 3

HYDRAULIC

LINES (TYP)

TRASH

RAKE 1

TRASH

RAKE 2

TRASH

RAKE 3

TRASH

RAKE 4

REPLACE EXIST

HATCHES, SEE

SHT S-101, TYP 4

HATCH

HATCH

HATCH

HATCH

CORE WALL AND

INSTALL BULKHEADS,

SEE DET 1, SHT M-110

NOTES:

1. TRASH RAKE EQUIPMENT AND RELATED

APPURTENANCES ARE SUPPLIED BY

OWNER. CONTRACTOR TO INSTALL PER

MANUFACTURER'S INSTRUCTIONS AND

COORDINATE FIELD START-UP

SERVICES. SEE SPECIFICATION

SECTION 46 21 71 AND SHOP

DRAWINGS INCLUDED IN THE

SUPPLEMENTAL INFORMATION.

2. GENERAL LOCATIONS OF HYDRAULIC

POWER UNITS AND HYDRAULIC LINES

SHOWN. FIELD FITTING MAY BE

REQUIRED TO ALLOW FOR

MAINTENANCE AND AVOID CONFLICTS

WITH EXISTING APPURTENANCES.

COORDINATE ALL FIELD CHANGES WITH

OWNER'S OPERATIONS STAFF AND

ENGINEER.

3. EQUIPMENT MANUFACTURER IS

SUPPLYING HYDRAULIC LINES;

HOWEVER, ADDITIONAL LINES MAY BE

REQUIRED DUE TO FIELD CHANGES. IF

NEEDED, CONTRACTOR TO FURNISH

AND INSTALL ADDITIONAL STAINLESS

STEEL LINES MANUFACTURED BY

PARKER, SIZE 12x1.5.

PUMP

STATION

BUILDING

DEBRIS DECK &

PUMP INTAKE

BAYS

PUMP

STATION

BUILDING

DEBRIS DECK &

PUMP INTAKE

BAYS

HYDRAULIC

LINES ABOVE,

SEE SHT S-111

FOR SUPPORT

FRAME DETAILS

REINSTALL EXISTING

WALKWAY AND

GUARDRAIL, SEE SHTS

S-101 AND S-102

SUPPORTS: UNISTRUT P5500

1-5/8 X LENGTH AS REQ'D,

WITH STAUFF CLAMPS FOR

HYDRAULIC LINES. INSTALL

SUPPORTS EVERY 5-FT (MAX).

ANCHOR TO CONC WALL

WITH REDHEAD

TAPCON SCREW ANCHORS OR

EQUAL, TYP.

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

JLC

MLC

WAR

MECHANICAL

SECTIONS 1 OF 2 M-102

A

M-101

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

SECTION

B

M-101

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

SECTION

C

M-101

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

SECTION

PUMP P-1

INTAKE BAY

PUMP P-2

INTAKE BAY

PUMP P-3

INTAKE BAY

PUMP P-4

INTAKE BAY

TRASH

RAKE 3

1'-3"

TRASH RAKE SUPPORT

STRUCTURE MOUNTING

POINT FOR EAST AND

WEST WING WALLS

EXISTING

TRASH

RACK

EXISTING

TRASH

RACK

TRASH RAKE

SUPPORT STRUCTURE

MOUNTING POINT

FOR INTERMEDIATE

PIERS

TRASH RAKE

SUPPORT

STRUCTURE

TRASH RAKE

SUPPORT

STRUCTURE

INTERMEDIATE

PIER (TYP 3)

EAST

WING

WALL

WEST

WING

WALL

TRASH RAKE

SUPPORT

STRUCTURE

TRASH

RAKE 4

TRASH

RAKE 2

TRASH

RAKE 1

TRASH

RAKE 1

TRASH

RAKE 3

PUMP 1

INTAKE

BAY

PUMP 3

INTAKE

BAY

DEBRIS DECK DEBRIS DECK

HYDRAULIC

LINE SUPPORT,

SEE SHT S-111

HYDRAULIC

LINES FROM

HPUs

ANCHOR SUPPORT

STRUCTURE TO

WING WALL, TYP,

EACH SIDE, SEE

DET 5, SHT S-112

ANCHOR SUPPORT

STRUCTURE TO

PIER, TYP, EACH

PIER, SEE DETS 1

& 2 ON SHT S-110

REINSTALL EXISTING

WALKWAY AND

GUARDRAIL, SEE SHTS

S-101 AND S-102

NOTES:

1. TRASH RAKE EQUIPMENT AND RELATED

APPURTENANCES ARE SUPPLIED BY

OWNER. CONTRACTOR TO INSTALL PER

MANUFACTURER'S INSTRUCTIONS AND

COORDINATE FIELD START-UP

SERVICES. SEE SPECIFICATION

SECTION 46 21 71 AND SHOP

DRAWINGS INCLUDED IN THE

SUPPLEMENTAL INFORMATION.

REINSTALL

EXISTING

WALKWAY AND

GUARDRAIL

RAKE EXTENSION

PROTECTION

PLATE

RAKE EXTENSION

PROTECTION

PLATE, SEE DETS

1 & 4, SHT S-112

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

JLC

MLC

WAR

MECHANICAL

SECTIONS 2 OF 2 M-103

D

M-101

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

SECTION

DEBRIS

DECK

PUMP

ROOM

EXISTING

PUMP P-2

EXISTING 48"Ø PIPE

TRASH

RAKE 2

EXISTING EXHAUST FAN

DISCONNECTS AND

HOA SWITCHES

HYDRAULIC

LINES, SEE NOTE

3 THIS SHT AND

SHT S-111 FOR

SUPPORT FRAME

DETAILS

CORE WALL AND

INSTALL BULKHEADS,

SEE DET 1, SHT M-110

HPU 4

HPU 1

PUMP 3

INTAKE

BAY

ANCHOR HPUs TO

FLOOR PER

MANUFACTURER

INSTRUCTIONS, TYP

CENTER

INTERMEDIATE

PIER

REINSTALL EXISTING

WALKWAY AND

GUARDRAIL. INSTALL

NEW GUARDRAIL AND

SUPPORT FRAME, SEE

SHTS S-101 AND S-102

NOTES:

1. TRASH RAKE EQUIPMENT AND RELATED

APPURTENANCES ARE SUPPLIED BY

OWNER. CONTRACTOR TO INSTALL PER

MANUFACTURER'S INSTRUCTIONS AND

COORDINATE FIELD START-UP

SERVICES. SEE SPECIFICATION

SECTION 46 21 71 AND SHOP

DRAWINGS INCLUDED IN THE

SUPPLEMENTAL INFORMATION.

2. SEE DRAWING E-5 FOR PUMP BAY

INSTRUMENTATION WORK, TYP EACH

PUMP BAY.

3. INSTALL HYDRAULIC LINES ON STRUT

MOUNTED TO SUPPORT FRAME USING

STAUFF CLAMPS.

RAKE EXTENSION

PROTECTION

PLATE, SEE DETS

1 & 4, SHT S-112

APPROX. WSE (SUMMER)

SCALE: NTS

HYDRAULIC LINE ROUTING

THROUGH WALL DETAIL

M-101

0'-3"

MIN

0'-1

1/4" SST INTERIOR PLATES

DIMENSIONED/FABRICATED AS SHOWN, MOUNT

BULKHEAD FITTINGS AS SHOWN, MOUNT TO

WALL WITH 1/4" X 1-3/4" REDHEAD TAPCON

CONCRETE SCREW ANCHORS OR EQUAL

4-3/8" 24 DEGREE STRAIGHT BULKHEAD

FITTINGS THROUGH INTERIOR PLATES

3" DIA CORES THROUGH WALL FOR

EACH RAKE'S HYDRAULIC LINES,

FILL VOID WITH INJECTABLE FOAM

INSULATION, SEE NOTE 3

NOTES:

1. ALL ITEMS SHOWN IN THIS

DETAIL TO BE PROVIDED BY

CONTRACTOR EXCEPT THE

HYDRAULIC LINES WHICH ARE

PROVIDED BY THE EQUIPMENT

MANUFACTURER.

2. ALL HYDRAULIC FITTINGS SHALL

COMPLY WITH ISO 8434-1 AND

DIN 2353 STANDARD.

3. MAINTAIN ADEQUATE SPACING

BETWEEN HYDRAULIC LINES

AND CONCRETE THROUGHOUT

CORE PRIOR TO INSTALLATION

OF FOAM INSULATION TO

PREVENT CHAFING.

4. LENGTH OF BRACKET PLATE (5

1/2") AND ORIENTATION MAY BE

MODIFIED TO ACCOMMODATE

ADDITIONAL HYDRAULIC LINE

GROUPS, UP TO THREE (3). AS

SHOWN, FOUR 3" CORES ARE

REQUIRED.

M-103

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037

PMD

MBE

MLC

WAR

MECHANICAL

DETAILS M-110

SCALE: NTS

STILLING WELL DETAIL

E-5

NOTES:

1. PERFORATE STILLING WELL WITH

TWO 1/2" DIA HOLES 4" O.C. UP TO

36" ABOVE BOTTOM. TERMINATE

STILLING WELL 2'-10” ABOVE PUMP

BAY FLOOR.

2. ATTACH STILLING WELL TO

WALL BETWEEN PUMP BAYS

WITH 2” COOPER BLINE

STAINLESS STEEL PIPE STRAP

USING 7/16” REDHEAD TAPCON

SCREW ANCHOR OR EQUAL.

3. ALL HARDWARE FOR STILLING

WELL SUPPORTS AND

ANCHORAGE SHALL BE 316

STAINLESS STEEL.

PUMP BAY

WALL

2" SCH

40 PVC

STILLING

WELL

C

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

MBE

EFL

GENERAL STRUCTURAL NOTES

QUALITY ASSURANCE PLAN S-100

PER 2021 IBC & 2022 OSSC

1603.1.1 - WALKWAY LOADS:

DEAD LOAD .................................................................... 15 PSF LIVE LOAD .................................................................... 60 PSF

1603.1.5 - EARTHQUAKE DESIGN CRITERIA:

RISK CATEGORY ..................................................................... IV

SEISMIC IMPORTANCE FACTOR, IE............................................. 1.5

SPECTRAL ACCELERATION, Ss ........................................... 0.873 g SPECTRAL ACCELERATION, S1 ........................................... 0.369 g SITE CLASS .................................................................... D (DEFAULT) SPECTRAL RESPONSE COEFFICIENT, SDS .......................... 0.698 g

SPECTRAL RESPONSE COEFFICIENT, SD1.................................. 0.475

SEISMIC DESIGN CATEGORY ........................................... CATEGORY D

RESPONSE MODIFICATION FACTORS(S), R .......................... 1.0 (TRASH RAKE)

6.0 (CONTROL PANEL)

6.0 (HYDRAULIC LINES)

ANALYSIS PROCEDURE ................................................... PER ASCE-7

1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS

AND HAVE A COPY OF THEM ON SITE AT ALL TIMES.

2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION.

3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN THE IBC

AS AMENDED BY THE 2022 OSSC.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE

CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO

FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF

CONFLICTS EXIST.

6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE

AT ALL STAGES OF CONSTRUCTION.

7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT

ATTAINED DESIGN STRENGTH.

8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT

BE ACCURATE. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS.

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE

PLANS:

SHAPE ASTM DESIGNATION YIELD STRESS (Fy) PLATES & BARS ASTM A36 36 ksi

PIPES ASTM A53, GRADE B 35 ksi HSS (RECTANGULAR) ASTM A500, GRADE C 50 ksi

W-SECTIONS ASTM A992 50 ksi CHANNELS & ANGLES ASTM A36 36 ksi

2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES.

3. WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS.

4. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE.

5. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE.

HOOKED, HEADED, THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS

NOTED OTHERWISE.

6. CONTACT BETWEEN DISSIMILAR METALS SHALL BE ISOLATED USING PHENOLIC OR OTHERWISE APPROVED

ISOLATION HARDWARE

1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS INCLUDE THE

FOLLOWING AREAS OF WORK:

1.1. POST-INSTALLED ADHESIVE CONCRETE ANCHORS

1.2. POST-INSTALLED MECHANICAL CONCRETE ANCHORS

1.3. STRUCTURAL STEEL

1.4. STRUCTURAL WELDING, DOES NOT APPLY TO QUALIFIED SHOP WELDS. NOTE TO BE

CONSIDERED QUALIFIED SHOP WELDS THEY MUST BE PERFORMED IN A PRE-QUALIFIED SHOP

AS RECORDED BY THE JURISDICTION OF RECORD, A WRITTEN VERIFICATION OF

PRE-QUALIFICATION WITH THE JURISDICTION OF RECORD IS REQUIRED PRIOR TO

PERFORMING ANY STRUCTURAL WELDING IN A SHOP WITHOUT SPECIAL INSPECTION.

1.5. HIGH STRENGTH BOLTING

2. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OF RECORD, THE OWNER, AND THE BUILDING

OFFICIAL COPIES OF ALL RELEVANT TEST REPORTS AND SPECIAL INSPECTIONS.

3. THE FOLLOWING COMPANIES HAVE BEEN PRE-APPROVED FOR SPECIAL INSPECTION, ALTERNATES SHALL

BE SUBMITTED TO, AND APPROVED BY, THE ENGINEER PRIOR TO USE:

CARLSON TESTING, INC. MAYES TESTING ENGINEERS, INC.

8430 S.W. HUNZIKER ROAD 7911 NE 33rd DRIVE, SUITE 190

TIGARD, OREGON 97223 PORTLAND, OREGON 97211

PHONE: 503.684.3460 PHONE 503.281.7515

ACS TESTING, INC. CLAIR COMPANY

7409 SW TECH CENTER DRIVE, SUITE 145 525 NW 2nd STREET

TIGARD, OREGON 97223 CORVALLIS, OREGON 97330

PHONE: 503.443.3799 PHONE: 541.758.1302

1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED

PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL

OBSERVATIONS IN ACCORDANCE WITH SECTION 1704.6 OF THE INTERNATIONAL BUILDING CODE.

2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING SPECIAL INSPECTION, AS REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE

INTERNATIONAL BUILDING CODE.

3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF THE STRUCTURAL WORK INCLUDED WITHIN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE

STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.

4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION THE CONTRACTOR

SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS.

5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK:

5.1. FOLLOWING DRILLING OF BASEPLATE ANCHOR LOCATIONS PRIOR TO INSTALLATION.

5.2. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREIN.

THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR

APPROVAL , PRIOR TO CONSTRUCTION, FOR THE FOLLOWING ITEMS:

1. TRASH RACK SHOP DRAWINGS, STEEL FABRICATION SHOP DRAWINGS, MATERIAL CERTIFICATIONS &

WELDING PROCEDURES

2. GROUT MIX DESIGN

3. HATCH PRODUCT SUBMITTALS

1. ADHESIVE:

1.1. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL

ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT

ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS.

1.2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-19 SECTION 17.1.2, ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS.

1.3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO

ACI 318-19 SECTION 17.8.2.2, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO

VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR

INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-19 SECTION

17.8.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR

APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE STATE OF OREGON DOES

NOT REQUIRE ADHERENCE TO ACI 318-19 SECTION 17.8.2.2.

2. MECHANICAL:

2.1. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL

MECHANICAL ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT

ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS.

1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND IT'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING

FROM THE SOLE NEGLIGENCE OF THE ENGINEER.

CONCRETE

GROUT

LEGEND:

STEEL IN SECTION

QUALITY ASSURANCE PLAN:

QUALITY ASSURANCE FOR SEISMIC RESISTANCE:

QUALITY ASSURANCE FOR THE STRUCTURE'S MAIN LATERAL FORCE RESISTING SYSTEM SHALL BE PROVIDED BY

SPECIAL INSPECTION AND MATERIAL TESTING OF THE FOLLOWING:

S-100 GENERAL STRUCTURAL NOTES, QUALITY ASSURANCE PLAN

S-101 STRUCTURAL PLAN

S-102 STRUCTURAL SECTIONS

S-110 STRUCTURAL DETAILS 1 of 3 S-111 STRUCTURAL DETAILS 2 of 3 S-112 STRUCTURAL DETAILS 3 of 3

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

EFL

STRUCTURAL PLAN S-101

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

EFL

STRUCTURAL SECTIONS S-102

15'-0"

CLR.

16'-3 1/2"

(VIF)

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

EFL

STRUCTURAL DETAILS 1 OF 3 S-110

5'-9"

9 1/2" 1'-7" 1'-0" 1'-11 1/2" 5"

10" 5"

1'-3"

5"

7"

6'-6"

(VIF)

4'-4 1/4"

(VIF)

10"

2'-0"

10 1/2" 10 1/2"

1 1/2"

2 3/4"

10"

2 1/2"

1'-9"

3'-6"

TYP

SIDES

TYP

INTERSECTIONS

6"

2 1/2"

7"

9 1/2"

5"

7"

(VIF)

1"

3 3/8"

C

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

EFL

STRUCTURAL DETAILS 2 OF 3 S-111

EXISTING OPENING

(VIF)

1/4"

ALL AROUND

5"

10"

2 1/2"

2"

1/2"

MAX. 4'-6" +/- (COORDINATE

W/ MANUFACTURER)

6"

1'-0"

4'-6"

1"

9 3/4"

3 1/2"

1 1/8"

1 1/4"

1 3/4"

1 1/4"

3/4"

3/4"

1 3/4"

(TYP)

3/4"

(TYP)

2'-0" MAX

U se rs \M

A S H

A H

1\

A pp

D at a\ Lo ca l\

Te m p\ A cP ub lis h_

\2

3_

_0

PS

Tr as h

R ak e

S tr uc tu ra l 2

1-

.d w g S -1

/1 0/

:4

A M

M A S H

A H

ED

B

IN

EN

S H

A D

4.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

#85037MBE/EFL

EFL

STRUCTURAL DETAILS 3 OF 3 S-112

1'-0"

3'-2 3/4"

VIF

5 3/16"

1'-0"

6"

1"

±10 1/2"

GAP BETWEEN

TRASH RACK PANELS

3"

6"

ABBREVIATIONS

a

A

AC

A/D

AF

AFE

AIC

ALT

A/M

ANN

AS

ASD

AT

ATS

AUTO

AWG

b

BCG

C

CAP

CB

CC

CHH

CL

CKT

CMH

CO

COMM

CON

COND

CONT

CPT

CP

CR

CS

CT

CWP

DC

DIAG

DISC

DISTR

DP

DPDT

DPST

(E)

EF

EHH

ELEM

EMERG

EFFL

EQ

EQUIP

ETM

FACP

FIN FL

FLEX

FLUOR

FO

FREQ

FU

FUT

FVNR

FVR

FWD

GA

GEN

GFI

GRS

H₂O₂

HMI

HOA

HOR

HORZ

HPS

HTR

HV

HZ

IND LT

INCAND

I/O

JB

KA

KCMIL

KV

KVA

KVAR

KVARH

KW

KWH

LCP

LP

LPS

LTG

LT(S)

(M) Ma

MCC

MCP

MOV

MS

MTD

MTG

MTS

(N)

NEC

NEMA

NEUT

NO

NTS

OVHD

OL

OT

PB

PD

PE

PEC

PF

pH

PH

PLC

PM

PNL

PNLBD

PRI

PS

PSI

PWR

(RL)

(RLD)

RCPT

RCT

RPM

RT

SCR

SD

SDBC

SEC

SECT

SF

SHH

SIG

SN

SPEC

SPD

SPDT

SS

SW

SWBD

SWGR

SYNC

TB

TC

TEMP

TP

TSP

TVSS

UH

UV

V

VA

VFD

VAR

VERT

VH

VS

W

WHM

WHDM

WP

WTRT

WTP

XDCR

XMTR

CIRCUIT BREAKER AUX.

CONTACT, CLOSED WHEN

BREAKER IS CLOSED

AMMETER, AMPERES

ALTERNATING CURRENT

ANALOG TO DIGITAL

AMPERE FRAME

ACTIVE FRONT END (VFD)

AMPERES INTERRUPTING

CAPACITY

ALTERNATOR

AUTO/MANUAL

CONTROLLER

ANNUNCIATOR

AMMETER SWITCH

ADJUSTABLE SPEED DRIVE

AMPERE TRIP

AUTOMATIC TRANSFER

SWITCH

AUTOMATIC

AMERICAN WIRE GAGE

CIRCUIT BREAKER AUX.

CONTACT, CLOSED WHEN

BREAKER IS OPEN

BARE COPPER GROUND

CONDUIT, CONTACTOR

CAPACITOR

CIRCUIT BREAKER

CONTROL CABLE, CLOSING

COIL

COMMUNICATION

HANDHOLE

CHLORINE

CIRCUIT

COMMUNICATION MANHOLE

CONDUIT ONLY

COMMUNICATION

CONTACTOR

CONDUCTOR

CONTINUED,

CONTINUATION

CONTROL POWER

TRANSFORMER

CONTROL PANEL

CONTROL RELAY

CONTROL SWITCH

CURRENT TRANSFORMER

COLD WATER PIPE

DIRECT CURRENT

DIAGRAM

DISCONNECT

DISTRIBUTION

DISTRIBUTION PANEL

DOUBLE POLE, DOUBLE

THROW

DOUBLE POLE, SINGLE

THROW

EXISTING

EXHAUST FAN

ELECTRICAL HANDHOLE

ELEMENTARY

EMERGENCY

EFFLUENT

EQUAL

EQUIPMENT

ELAPSED TIME METER

FIRE ALARM CONTROL

PANEL

FINISHED FLOOR

FLEXIBLE

FLUORESCENT

FIBER OPTIC

FREQUENCY

FUSE

FUTURE

FULL VOLTAGE, NON

REVERSING

FULL VOLTAGE, REVERSING

FORWARD

GAUGE

GENERATOR

GROUND FAULT

INTERRUPTER

GALVANIZED RIGID STEEL

HYDROGEN PEROXIDE

HUMAN MACHINE

INTERFACE

HAND-OFF-AUTOMATIC

HAND-OFF-REMOTE

HORIZONTAL

HIGH PRESSURE SODIUM

HEATER

HIGH VOLTAGE

HERTZ (CYCLES PER

SECOND)

INDICATING LIGHT

INCANDESCENT

INPUT/OUTPUT

JUNCTION BOX

KILOAMPERES

THOUSANDS OF CIRCULAR

MILS

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES

REACTIVE

KILOVOLT AMPERES

REACTIVE HOURS

KILOWATTS

KILOWATT HOURS

LIGHTING CONTROL PANEL

LIGHTING PANEL

LOW PRESSURE SODIUM

LIGHTING

LIGHT(S)

MODIFIED

MILLIAMPERES

MOTOR CONTROL CENTER

MOTOR CIRCUIT

PROTECTOR

MOTOR OPERATED VALVE

MOTOR STARTER

MOUNTED

MOUNTING

MANUAL TRANSFER

SWITCH

NEW

NATIONAL ELECTRICAL

CODE

NATIONAL ELECTRICAL

MANUFACTURER'S ASSOC.

NEUTRAL

NORMALLY OPEN, NUMBER

NOT TO SCALE

OVERHEAD

THERMAL OVERLOAD

RELAY

OVER TEMPERATURE

PULLBOX, PUSHBUTTON

POSITIVE DISPLACEMENT

PHOTOELECTRIC

PHOTOELECTRIC CELL

POWER FACTOR

MEASURE OF ACIDITY OR

ALKALINITY

PHASE

PROGRAMMABLE LOGIC

CONTROLLER

POWER MONITOR

PANEL

PANELBOARD

PRIMARY

PRESSURE SWITCH

POUNDS PER SQUARE INCH

POWER

RELOCATE

RELOCATED

RECEPTACLE

REPEAT CYCLE TIMER

REVOLUTIONS PER MINUTE

RESET TIMER

SILICON CONTROLLED

RECTIFIER

SMOKE DETECTOR

SOFT-DRAWN BARE

COPPER

SECONDS, SECONDARY

SECTION

SUPPLY FAN

SIGNAL HANDHOLE

SIGNAL

SOLID NEUTRAL

SPECIFICATIONS

SURGE PROTECTIVE

DEVICE

SINGLE POLE, DOUBLE

THROW

STAINLESS STEEL, SOLID

STATE SWITCH

SWITCHBOARD

SWITCHGEAR

SYNCHRONIZING TERMINAL

BOX, TERMINAL BOARD

TELEPHONE CABINET

TEMPERATURE

TWISTED PAIR UNSHIELDED

TWISTED SHIELDED PAIR

TRANSIENT VOLTAGE

SURGE SUPPRESSOR

UNIT HEATER

ULTRA VIOLET

VOLTS

VOLT-AMPERES

VARIABLE FREQUENCY

DRIVE

VOLT AMPERES REACTIVE

VERTICAL

VAR-HOUR

VOLTMETER SWITCH

WIRE, WATTS

WATTHOUR METER

WATTHOUR DEMAND

METER

WEATHERPROOF

WATERTIGHT

WATER TREATMENT PLANT

TRANSDUCER

TRANSMITTER

CONDUIT UP

CONDUIT DOWN

CONDUIT UP FROM UNDERGROUND RACEWAY

CONDUIT SEAL-OFF

CONDUIT CONCEALED

UNDERFLOOR OR UNDERGROUND

CONDUIT CONCEALED IN WALL

OR ABOVE CEILING IN FINISHED

AREAS, EXPOSED IN PROCESS

AND EQUIPMENT AREAS.

ELECTRICAL CIRCUIT

IDENTIFICATION

MULTIPLE ELECTRICAL CIRCUITS,

SEPARATE CONDUITS

MULTIPLE ELECTRICAL CIRCUITS,

COMMON CONDUIT (SIZE SHOWN)

CONDUIT STUB

FLEXIBLE CONDUIT OR MFR CABLE

LOCAL TERMINAL OR LUG CONNECTION

1"C

FIELD TERMINAL

FU

1A

FUSED TERMINAL, SIZE SHOWN

S SMOKE/HEAT DETECTOR

I INTRUSION SWITCH

T THERMOSTAT/TEMPERATURE

TRANSMITTER

P1

P1 C1

P2 C2

P1 P3

P2 P4

MD MOTION DETECTOR/OCCUPANCY SENSOR

XXX

HOME RUN, ELECTRICAL PANEL DESTINATION SHOWN.

1. RUNS MARKED WITH CROSS-HATCHES INDICATE

NUMBER OF NO.12 WIRE. LARGER GAUGES ARE

SHOWN OR NOTED ELSEWHERE. LONG CROSS HATCH

INDICATES NEUTRAL, SHORT INDICATES PHASE

CONDUCTOR, SLANT INDICATES GROUND WIRE PER

NEC ARTICLE 250.

2. FOR UNMARKED CONDUIT RUNS, CONTRACTOR

SHALL INSTALL REQUIRED NUMBER OF WIRES FOR

POWER AND/OR CONTROL OF ELEMENTS IN

CIRCUIT(S) SHOWN. SIZE OF WIRE SHALL BE NO.

12, UNLESS OTHERWISE NOTED OR REQUIRED BY

CODE.

3. SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND

APPLICABLE CODE.

4. DASHED LINE INDICATE CONDUITS CONCEALED

UNDERGROUND OR UNDERFLOOR.

5. SOLID HOME RUN INDICATES CONDUIT ABOVE

CEILING IN FINISHED AREA, CONCEALED IN WALL

OR EXPOSED IN PROCESS AND EQUIPMENT AREAS.

XXX

SPECIAL EQUIPMENT CONNECTION

AS SHOWN

MOTOR CONNECTION,

HORSEPOWER INDICATED

TRANSFORMER

LINE OR LOAD REACTOR, IMPEDENCE

SHOWN

CURRENT TRANSFORMER

DISCONNECT SWITCH,

AMPERAGE RATING SHOWN

THERMAL MAGNETIC CIRCUIT BREAKER

MAGNETIC ONLY CIRCUIT BREAKER (MOTOR

CIRCUITS ONLY) CONTINUOUS CURRENT

RATING AND TRIP SETTINGS SHOWN

MOTOR STARTER, SIZE SHOWN

FUSE, SIZE SHOWN

JJ

30A

FUSED DISCONNECT SWITCH, SWITCH

AND FUSE RATING SHOWN

60/40 = 60A SWITCH WITH 40A FUSE

F

JUNCTION BOX

GROUND CONNECTION PER

NEC ARTICLE 250

T

A C

0A

T

NEW ELECTRICAL EQUIPMENT

GENERAL NOTES

1. ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE.

INSTALLATION DRAWINGS, CONSTRUCTION SPECIFICATIONS AND LOCAL CODES. ALL MATERIALS SHALL BE NEW AND LISTED BY THE UNDERWRITERS' LABORATORY INC. (UL). ALL ELECTRICAL WORK SHALL BE INSTALLED IN A GOOD AND

WORKMANLIKE MANNER.

2. REFER TO THE ELECTRICAL CIRCUIT SCHEDULE FOR CIRCUIT IDENTIFICATIONS, ROUTING, CONDUCTOR SIZES, ETC.

3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER DISCIPLINES AS REQUIRED TO MITIGATE INTERFERENCES.

4. CONDUIT MATERIAL SHOWN ON ELECTRICAL PLANS ARE SPECIFIC FOR THE LOCATION WHERE THE CONDUIT STARTS.

CONTRACTOR IS RESPONSIBLE FOR TRANSITIONING TO APPROVED CONDUIT MATERIAL BASED ON LOCATION AND IN

ACCORDANCE TO ELECTRICAL SPECIFICATIONS.

SYMBOLS

AUTOMATIC TRANSFER SWITCH

120V CONTROL RELAY, DPDT MINIMUM

24VDC CONTROL RELAY, DPDT MINIMUM

RELAY CONTACT - NO, NC

PUSHBUTTON OR

SWITCH CONTACT BLOCK - NO, NC

PUSH-TO-TEST LED PILOT LIGHT

HAND

OFF

AUTO

THREE POSITION SWITCH

20A

60/40

SURFACE MOUNTED LED LUMINAIRE *

RECESSED MOUNTED LED LUMINAIRE *

WALL MOUNTED LED LUMINAIRE *

* SHADED LUMINAIRE INDICATES BATTERY

BACKED UNIT

DUPLEX, QUADPLEX RECEPTACLE,

W/DESIGNATOR

GFI = GROUND FAULT INTERRUPTING

WP = WEATHERPROOF

+48 = HEIGHT AFF.

WALL SWITCH STANDARD TOGGLE,

DESIGNATOR

3 = 3-WAY

D = DIMMER

T = TIMER

METERBASE W/UTILITY METER

GFI

M

DISCONNECT RECEPTACLE AND PLUG

GROUND ROD

GROUND ROD TEST WELL

FLOAT SWITCH - NO, NC

TEMPERATURE SWITCH - NO, NC

ETM ELAPSED TIME METER

CNT COUNTER

LIMIT SWITCH - NO, NC

TIME DELAY CONTACTS,

NORMALLY OPEN TIMED CLOSED

NORMALLY CLOSED TIMED OPEN

5A

EXISTING ELECTRICAL EQUIPMENT

EQUIPMENT TO BE DEMO'D OR REMOVED

CR

CR

SPD SURGE PROTECTIVE DEVICE

DOUBLE THROW SWITCH

ON OFF

TWO POSITION SWITCH, KEYED

VARIABLE FREQUENCY DRIVE

G G

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

E-1

LEGEND AND ABBREVIATIONS

ELECTRICAL

MEW

TBC

JLB

MQH #85037

P:

\P ro je ct s\

.3

4.

_M S A _M

C D

D _P

S

4_ Tr as h_

R ak e_ Pr ed es ig n\

D W

G \E

-1 .d w g

E-

4/ 7/

:4

PM

J A N

B

3.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

OR CCB #196597 WA #INDUSSI880K9

Industrial Systems INC

(360) 952-8958

Vancouver, Washington 98682

Fax:

Phone:

12119 NE 99th Street e-mail: is@industrialsystems-inc.com

Suite #2090

(360) 718-7267

AK #1018436

PROJECT#: 22.34.02

1. SEE MECHANICAL DEMOLITION PLAN FOR

ADDITIONAL DETAILS.

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

PUMP ROOM LEVEL PLAN 1

120V PANEL (EXISTING)

TRANSFORMER (EXISTING)

480V PANEL (EXISTING)

PUMP STATION

CONTROL PANEL

(EXISTING)

EXHAUST FAN

DISCONNECTS AND HOA

SWITCHES (EXISTING)

EXISTING

DISCONNECTS

EXISTING

CONTROL

PANELS

P:

\P ro je ct s\

.3

4.

_M S A _M

C D

D _P

S

4_ Tr as h_

R ak e_ Pr ed es ig n\

D W

G \E

-2 .d w g

E-

4/ 7/

:4

PM

J A N

B

3.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

OR CCB #196597 WA #INDUSSI880K9

Industrial Systems INC

(360) 952-8958

Vancouver, Washington 98682

Fax:

Phone:

12119 NE 99th Street e-mail: is@industrialsystems-inc.com

Suite #2090

(360) 718-7267

AK #1018436

PROJECT#: 22.34.02

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

E-2EXISTING

PLAN

ELECTRICAL

MEW

TBC

JLB

MQH #85037

GENERAL NOTES

PUMP P-1 PUMP P-2 PUMP P-3 PUMP P-4

COLUMBIA SLOUGHCOLUMBIA SLOUGH

REMOVE EXISTING CONTROL PANELS,

DISCONNECTS, REMOVE AND CAP ALL

INTERMEDIATE CONDUITS AND CONDUITS

GOING TO EXISTING TRASH RAKE CABLES

FESTOON.

KEY NOTES

TO EXISTING

TRASH RAKE

CABLE FESTOON.

TO EXISTING

TRASH RAKE

CABLE FESTOON.

SCALE: NTS

EXISTING DISCONNECTS DEMO 2

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

PUMP ROOM LEVEL PLAN 1

120V PANEL (EXISTING)

TRANSFORMER (EXISTING)

480V PANEL (EXISTING)

P:

\P ro je ct s\

.3

4.

_M S A _M

C D

D _P

S

4_ Tr as h_

R ak e_ Pr ed es ig n\

D W

G \E

-3 .d w g

E-

4/ 7/

:4

PM

J A N

B

3.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

OR CCB #196597 WA #INDUSSI880K9

Industrial Systems INC

(360) 952-8958

Vancouver, Washington 98682

Fax:

Phone:

12119 NE 99th Street e-mail: is@industrialsystems-inc.com

Suite #2090

(360) 718-7267

AK #1018436

PROJECT#: 22.34.02

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

E-3PROPOSED

PLAN

ELECTRICAL

MEW

TBC

JLB

MQH #85037

TRASH

RAKE 3

HYDRONIC

T-SCREEN

CONTROL

PANEL

ROUTE CONDUIT AND WIRE TO NEW RAKES WITH

HYDRAULIC LINES AT HEIGHT ABOVE DEBRIS

DECK AS SPECIFIED ON SHEET M-103 SECTION D.

SEE SHEET E-5 DETAILS 3 AND 4 FOR PANEL

WIRING MODIFICATIONS FOR NEW PUMP BAY

LEVEL TRANSDUCERS AND CURRENT SENSING

RELAYS.

NEW PUMP BAY LEVEL TRANSDUCERS IN

DISCHARGE PIPING ROOM. SEE SHEET E-5

SECTION 1 FOR INSTALLATION DETAILS.

KEY NOTES:

PUMP

P-1

PUMP

P-2

PUMP

P-3

PUMP

P-4

PUMP STATION

CONTROL PANEL

(EXISTING)

EXHAUST FAN

DISCONNECTS AND HOA

SWITCHES (EXISTING)

TRASH

RAKE 4

TRASH

RAKE 1

TRASH

RAKE 2

HPU-1

W/ J-BOX

HPU-2

W/ J-BOX

HPU-3

W/ J-BOX

HPU-4

W/

J-BOX

JJ J

J

C14

P1

P6 C2 C6 C10

C15

1" C

P3 P4 P5

2"CP2

P8 C4 C8 C12

1" CP4

C17

P7 C3 C7 C11

1" C

C16

C18

P9 C5 C9 C13

1" C

P7 P8 P9

P6 C3 C4 C5

C7 C8 C9

C10 C11 C12 C13

C6C2

C16 C17 C18

1-1/4"CC15

P2 P3

P5

C19 C20 C21 C22

1-1/4" CC1

COLUMBIA SLOUGHCOLUMBIA SLOUGH

LOCAL

CONTROL

STATION

C20 C21 C22

1" C C19

E-5

LEVEL

TRANSDUCER

(TYP. 4)

C26C24C23 C25

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

E-4

CIRCUIT SCHEDULE

ELECTRICAL

MEW

TBC

JLB

MQH #85037

P:

\P ro je ct s\

.3

4.

_M S A _M

C D

D _P

S

4_ Tr as h_

R ak e_ Pr ed es ig n\

D W

G \E

-4 .d w g

E-

4/

/2

1:

P

M J

A N

B

3.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

OR CCB #196597 WA #INDUSSI880K9

Industrial Systems INC

(360) 952-8958

Vancouver, Washington 98682

Fax:

Phone:

12119 NE 99th Street e-mail: is@industrialsystems-inc.com

Suite #2090

(360) 718-7267

AK #1018436

PROJECT#: 22.34.02

SCALE: NTS

CIRCUIT SCHEDULE 1

P:

\P ro je ct s\

.3

4.

_M S A _M

C D

D _P

S

4_ Tr as h_

R ak e_ Pr ed es ig n\

D W

G \E

-5 .d w g

E-

4/ 7/

:1

PM

J A N

B

3.

1s

LM

S T ec h)

REVISIONS

NO. DATE BYDESCRIPTION

FINAL DRAWING DATA

CHECKED

MCDD JOB NO.

PAGE NO.

OF

DESIGNED

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

2 10

CHK'D

DRAFTED

APPROVED

CHECKED BY

PROJECT COMPLETED

CONSTRUCTED BY

APPD.

SHEET NO.

OR CCB #196597 WA #INDUSSI880K9

Industrial Systems INC

(360) 952-8958

Vancouver, Washington 98682

Fax:

Phone:

12119 NE 99th Street e-mail: is@industrialsystems-inc.com

Suite #2090

(360) 718-7267

AK #1018436

PROJECT#: 22.34.02

1917 | 100 YEARS OF SERVICE | 2017

1880 NE ELROD DRIVE PORTLAND, OR 97211

503.281.5675

PUMP STATION #4 TRASH

RAKE REPLACEMENT

PROJECT

E-5

DETAILS 1

ELECTRICAL

MEW

TBC

JLB

MQH #85037

SCALE: NTS

DISCHARGE PIPING ROOM LEVEL SWITCH DEMO 3

SCALE: NTS

ELEVATION, TYP.

PUMP STATION ELECTRICAL -

SCALE: NTS

WIRING MODIFICATIONS, TYP. 4

PUMP STATION CONTROL PANEL

-SCALE: NTS

PANEL MODIFICATIONS

PUMP STATION CONTROL

1. ALL METAL HARDWARE AND PLATES FOR

STILLING WELL INSTALLATION SHALL BE

STAINLESS STEEL (SS316).

GENERAL NOTES

2" BOREHOLE FOR CONTROL CONDUIT TO

LOCAL CONTROL STATION. SEAL ALL WALL

BORES WITH WEATHERPROOF FOAM.

REMOVE EXISTING J-BOX AND CONDUIT

GOING TO PUMP BAY LEVEL FLOATS.

SEE SHEET M-110 DETAIL 2 FOR INSTALLATION

INFORMATION OF STILLING WELL.

LEVEL TRANSDUCER SHALL BE DWYER

SBLT2-5-40 WITHOUT EXCEPTIONS. LEVEL

TRANSDUCER SHALL BE MOUNTED AT LEAST

72" ABOVE PUMP BAY FLOOR. COORDINATE

FINAL MOUNTING HEIGHT WITH OWNER'S

STAFF.

PROVIDE J-HOOKS FOR LEVEL TRANSDUCER

CABLE SUPPORT GRIP. PROVIDE NEW 16"

SQUARE NEMA 12 WALL-MOUNTED

ENCLOSURES HOUSING LEVEL TRANSDUCER

CABLE TERMINATIONS AND BREATHER TUBE

DESICCANT FILTER. SPLICE LEVEL

TRANSDUCER CABLE WITH NEW 18 AWG TSP

GOING TO PUMP STATION CONTROL PANEL VIA

EXISTING CONDUITS C23-C26, AS SHOWN ON

SHEET E-4 CIRCUIT SCHEDULE.

REMOVE EXISTING LOW LEVEL FLOAT FIELD

WIRINGS AND JUMPERS. ADD FUSED 24 VDC

CIRCUIT FROM EXISTING PANEL RSP 15 1A

POWER SUPPLY. PROVIDE AND INSTALL

CURRENT SENSING RELAY CONNECTIONS TO

NEW LEVEL TRANSDUCERS AND EXISTING

MOTOR CONTROL WIRING AS SHOWN IN

SECTION 4.

KEY NOTES

CURRENT

SENSING RELAY

PHOENIX

CONTACT MINI

MCR-SL-UI-REL

TO PUMP BAY

LEVEL TRANSDUCER

TERMINATION BOX

+ 24 VDC

+ 24VDC

FU-XDC, 1A

EXISTING

J-BOX

PUMP ROOM

TRASH RAKE

LOCAL

CONTROL

STATION

HPU 4

HPU 1

HYDRAULIC

LINES

TO HYDRONIC

T-SCREEN

CONTROL PANEL

TO TRASH

RAKE LIMIT

SWITCHES

J

PUMP

INTAKE

BAY

2" SCHEDULE 40

PVC STILLING WELL

PERFORATED WITH

TWO 1" HOLES

EVERY 4" UP TO 36"

ABOVE BOTTOM

PUMP BAY

LEVEL

TRANSDUCER

EXISTING

J-BOX

TO PUMP STATION

CONTROL PANEL

EXISTING

48"Ø PIPE

LEVEL

TRANSDUCER

TERMINATION

BOX, TYP.

COM

EXISTING FLOAT

SWITCH CONTACTS

DC-COM

6 +24VDC

FU-XDC, 1A

DC COM

TO MCC

EXISTING MOTOR

CONTROL WIRING

CR

X

CR

X