JULY 2018

PUMP STATION STANDARD

Location Map

Drawing Index

E02

DWG. #

23

24

SHEET #

E01

25

aterWleanC Services

DRAWINGS

30

29

28

27

26

31

E08

E06B

E05

E04

E07

E09

E10

E03

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

8/26/19

ANV 06/10/03

PS G00

1070PS00G00

NA

JT

JTO

PUMP STATION

STANDARD

DRAWINGS

GENERAL

TITLE SHEET

1 36

NA

XXXX

PS G00

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

32

E11

33

E00

34

SHEET TITLE

ELECTRICAL INTERIOR ENCLOSURE - 01

ELECTRICAL ONE-LINE DIAGRAM

ELECTRICAL INTRINSICALLY SAFE EXAMPLE

ELECTRICAL STARTER SCHEMATICS

ELECTRICAL SEQUENCE CONTROL DIAGRAM

ELECTRICAL CONTROL PANEL DETAIL

ELECTRICAL ENCLOSURE AND RAIN HOOD, DETAIL REFERENCE

MECHANICAL DETAILS

ELECTRICAL DISCONNECT AIR-GAPJUNCTION BOX DETAIL

ELECTRICAL INTERIOR ENCLOSURE - 02

ELECTRICAL DETAILS

ELECTRICAL SYMBOLS LEGEND

LAST UPDATE

07-25-2018

E12

35

MISSION RTU, INTERCONNECTION DIAGRAM

36

E06A ELECTRICAL STARTER SCHEMATICS

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

GENERAL

TITLE SHEET

1007

3

4

5

6

1001

1005

7

12

11

10

9

8

13

1016

1014

1012

1011

1015

1017

1018

1009

14

1020

15

1002

1003

16

FORCE MAIN PRESSURE GAUGE

DESIGN DATA TABLE 1 OF 2

CHAIN LINK FENCE AND GATE

TRACER BOX & PIPE WARNING SIGN DETAILS

ARV RELEASE VALVE ASSEMBLY ELEVATION VIEW

BYPASS MANHOLE

REDUCED PRESSURE BACKFLOW

MUSHROOM STYLE ARV VENT & VALVE BOX DETAILS

HEAVY DUTY CHAIN HOLDER

SINGLE PIPE TRENCH DETAIL

YARD HYDRANT

LANDSCAPE DETAILS

DESIGN DATA TABLE 2 OF 2

CONCEPTUAL SITE SCHEMATIC

1021

17

LANDSCAPE DETAILS

18

1013 ARV RELEASE VALVE ASSEMBLY PLAN VIEW

1022 LANDSCAPE DETAILS

19

1023 LANDSCAPE DETAILS

20

1024 LANDSCAPE DETAILS

21

1025 LANDSCAPE DETAILS

22

1

DWG. #

2

G00

SHEET #

G01

SHEET TITLE

GENERAL TITLE SHEET

GENERAL CWS DRAFTING PROCEDURES

DWG. #SHEET # SHEET TITLE

Insert all xrefs on one layer named "XREF". The color of this layer should be grey.

Put all paperspace viewports on one layer named "DEFPOINTS". Objects on this layer

do not print, but are visible on screen. If for some reason you cannot use defpoints

then use "PS-VPORTS".

Please put all paperspace objects on layers with a prefix "PS-XXXX" except the

viewports if using defpoints. Ex: PS-TB for the titleblock.

All other layers should be set up according to the standard used by the client, as long

as they are desrcriptive and somewhat close to the national standard. No numbered

layers please. Preferrably discipline prefixes on layer titles.

Please DO NOT draft using the color YELLOW or anything similar. Yellows DO NOT

print well if the plot styles are unavailable. People other than CAD operators often

want to view and manipulate CAD dwgs via voloview or other programs. When there

are yellow objects throughout the drawings they are illegible to simply view. A CAD

operator is then needed to fix plotstyles, pens, or layers. Yellow is so light against a

white screen and paper that it can't be read in voloview and again doesn't print well.

Please DO NOT draft using the color YELLOW or anything similar.

"Arial" is our CWS standard text with a full size text height of 0.125 inches for regular

text, 0.250 for titles, and 0.1875 with a 10 deg. obliquing angle for indentifiers and

whatnot. Arial is the text style used in this document. All three sizes are represented

here. Text on half size 11x17 drawings should be no smaller than 0.0625"

New text should ALWAYS be put on a layer set to color BLACK . Do not draft text in

other colors and set pens to black. Draft text on a layer set to the black pen to ensure

that important text info always prints and views clear. If there's a need to differentiate

between new and existing text, place existing text on a grey , " ?-TEXT-E" layer.

Layers:

Colors:

Text:

CWS STANDARD DRAFTING PROCEDURES

1.

2.

3.

4.

1.

1.

2.

BLOCKS: When using blocks in our drawings please create them on layer '0'

and set them to 'color by layer' before blocking them. Layer '0' should always be

'white'. This will allow blocks to take on the color of any layer they are added to.

When creating projects or records from as-builts, it is often necessary to

disassociate object colors to greyscale. It is very difficult to do this when there

are multiple colors and layers attached to blocks.

5.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

8/26/19

ANV 06/10/03

PS G00

1070BPS00G00

NA

JT

JTO

PUMP STATION

STANDARD

DRAWINGS

GENERAL

CWS DRAFTING PROCEDURES

LAYERS, COLORS, & TEXT

2 36

NA

xxxx

PS G01

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

CES DRAFTING PROCEDURES

LAYERS, COLORS, & TEXT

GENERAL

BASIN CHARACTERISTICS

Location: Address and Cross Street

Basin Area: XXX Acres

Equivalent Dwelling Units (EDU) Per Acre:

X.X

Persons Per EDU: X.X

Population Equivalent

XXXX

Average Per Capita Flow:

XX GPD

Infiltration and Inflow, Peak Wet Weather Flow (PWWF)XXX,XXX GPD

Average Daily Flow (ADF)XXX,XXX GPD

Peak Hourly Flow:

XXX GPM

PUMP STATION

Type: Duplex submersible, non-clog, variable speed pumps

Capacity (per pump): XXX GPM @ XX feet TDH (static head = XX ft)

Horsepower (HP): XX HP Each with Variable Frequency Drives

Motor Data:

XXX volt xphase xx cycle

Firm Capacity of Pump Station: X.XX MGD (XXX GPM)

Maximum Pump Starts Per Hour:

X

Wet Well Volume:

XXXX gallons (pumps off to lead pump on)

Level Control Type: Pressure Transducer and backup floats

Overflow Point: Manhole Number and Elevation

Overflow Location:

Description

Average Time To Overflow:

Time and Description xx hours at yy gpm Design

Average Influent Flow

Telemetry: Missions (owner-supply)

Transfer Switch: Automatic

Standby Power Type: XXX kW stationary diesel-powered standby generator

Fuel Tank Capacity: xx Hrs (XXX Gallons)

EPA Reliability Class:

1

Flow Meter

X" Magnetic (Description)

Control

Constant Speed or VFD

FORCE MAIN

Type and Length: XXXX feet (Type?)

Forcemain Velocity: X.X feet per second

Profile:

Description

Air Release Valve:

Quantity? Description?

Discharge Location:

Manhole Number and Elevation

Average Detention Time:

XX hours

Sulfide Control System: Description?

OPERATING LEVELS

Ground Elevation XXX.XX

Overflow Alarm Elevation

Float Control System? (backup) XXX.XX

Lag Pump On/High Water Alarm Elevation

XXX.XX (provide distance from wet well floor in feet)

same as level indicator digital display.

Lead Pump On Elevation

XXX.XX (provide distance from wet well floor in feet)

same as level indicator digital display.

All Pumps Off Elevation

XXX.XX (provide distance from wet well floor in feet)

same as level indicator digital display.

Wetwell Floor Elevation

XXX.XX (provide distance from wet well floor in feet)

same as level indicator digital display.

LANDSCAPING

Landscaping Area: Square feet and Description

Irrigation System: Type

Control Valves:

Number and Type

Backflow Device

Size and Type

WETWELL WITH

SUBMERSIBLE PUMPS

CHECK VALVE VAULT

FLOW METER VAULT (MAY

BE INCORPORATED INTO

CHECK VALVE VAULT)

PIGGING STATION BYPASS

PUMPING CONNECTION

CONNECT TO GRAVITY

SEWER (NEW MANHOLE

AS REQUIRED)

BYPASS MANHOLE SEE DETAIL 1012

(MULTIPLE INFLUENT FLOW STREAMS

COMBINED PRIOR TO WETWELL)

1/2 " STAINLESS STEEL BALL VALVE

(NORMALLY CLOSED)

FORCE MAIN

SEE NOTE 1

GLYCERIN FILLED

PRESSURE GAUGE

STAINLESS STEEL

DIAPHRAGM SEAL

1/2" TEE, SEE NOTE 5

DRIP LEG

1/2 " STAINLESS STEEL BALL

VALVE (NORMALLY OPEN)

3" LONG X 1/2 " STAINLESS STEEL

PIPE NIPPLE, TYPICAL.

6"

MIN

6"

MIN

6"

MIN

16" FM

SHEET NOTES:

1. PLACE NEW ANODE BAGS IN NATIVE SOIL AS PER SPECS. THERMITE WELD

ANODE LEADS TO SERVICE SADDLE.

2. ALL STAINLESS STEEL PIPING SHALL BE SCHEDULE 40. ALL SMALL

DIAMETER PVC SHALL BE SCHEDULE 80, SOLVENT WELDED JOINTS.

3. ALL ELECTRICALLY CONTINUOUS FITTINGS CONNECTED TO FORCE MAIN

SHALL BE 316 STAINLESS STEEL, ALL OTHER FITTINGS, HARDWARE AND

FASTENERS SHALL BE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.

4. SLOPE CONCRETE PAD MINIMUM 2% TOWARD 6” FLOOR DRAIN.

5. ORIENT DOOR AND LID OPENING LOCATION ON ENCLOSURE PER CWS

DIRECTIONS AT EACH ARV LOCATION.

6. INSTALL DRAIN LINE IN SHARED TRENCH PER ENGINEER DETAIL. INSTALL

STANDARD CLEANOUTS, PER DRAWING NO. 500, EVERY 300’, OR WHERE

SHOWN ON PLANS. DRAIN TO DISCHARGE TO NEAREST SANITARY SEWER

MANHOLE AS SHOWN ON PLANS.

7. RAISE GRADE OF ARV BRANCH PIPING IF REQ’D TO AVOID CONFLICT W/

CROSSING UTILITIES. PROVIDE MINIMUM 5' COVER OVER PIPING W/IN

ROADWAY.

8. ALL BURIED STAINLESS STEEL PIPING AND APPURTENANCES TO BE

ELECTRICALLY CONTINUOUS AND COATED WITH WAX TAPE PER

SPECIFICATIONS.

9. PROVIDE PERMANENT CAP ON 6" ARV DRAIN WHERE NOTED ON PLANS

AND ALSO PROVIDE SIGN ON FLOOR DRAIN THAT IT IS NON-FUNCTIONAL.

10. ALL ITEMS NOTED ON TO BE FURNISHED BY OWNER SHALL BE INSTALLED

BY CONTRACTOR

11. PROVIDE TRACER WIRE FOR 16'' FM, 6'' ARV DRAIN, AND 3'' ARV PIPE, AS

SHOWN ON DRAWING NO. 1016

6"

MIN

6" PVC FLOOR

DRAIN CAST INTO

FLOOR W/ 6" SST

MECHANICAL

PLUG, SEE NOTE 9

SEE NOTE 6

SEE ELEVATION

4'x4' RC PAD FOR

MUSHROOM STYLE ARV

VENT, SEE SECTION A,

LOCATE PER PLAN

1015

A

12"

MAX

SEE ELEVATION

SEE NOTE 8, TYP

DRAWING NO. 1014

DRAWING NO. 1014

316 SST TAPPING SLEEVE W/ 3”

OUTLET, SEE SPECS

3” SST NIPPLE, MIPT, OR 3" SST

SPOOL, LENGTH AS REQUIRED

3” SST 90° BEND, FIPT

3” SST CLOSE NIPPLE

3” BURIED SST BALL VALVE

3” SST NIPPLE, MIPT X PE,

LENGTH AS REQ’D

3” SST COMPRESSION

COUPLING, SEE SPEC

3” SST 45° BEND, FIPT

3” SST BALL VALVE W/ LEVER

HANDLE, MIPT

3” SST UNION

3” SST TEE, FIPT

2” ARV, VENT-O-MAT, OWNER

FURNISHED, SEE NOTE 10, TYP

2” PVC NIPPLE, ADAPTER, OR

SPOOL, AS REQ'D, OWNER

FURNISHED

2” CAM-LOCK FITTING, FIPT,

OWNER FURNISHED

2” POLYPROPYLENE CAM-LOCK

FEMALE COUPLER, OWNER

FURNISHED

2” FLEXIBLE HIGH TECH

DURAVENT, UFD-AP URETHANE

HOSE, OR APPROVED EQUAL,

OWNER FURNISHED

6” X 2” PVC RDCR BUSHING,

SCHED 80

6” PVC SPOOL, SCHED 80

6” PVC 90° BEND, SCHED 80

6” X 3” PVC TEE, ROLLED UP TO

VENT, SCHED 80

6” PVC WYE, SCHED 80

6” FERNCO COUPLING, SCHED

80 PVC TO D3034 PVC OR

PERMANENT 6" PVC CAP PER

NOTE 9

6” D3034 SDR 35 PVC PIPE

6” D3034 SDR 35 PVC ELBOW

FITTING, DEFL ANGLE AS REQ’D

6” D3034 SDR 35 PVC ELBOW

FITTING, 90° ROLLED TO 2%

MIN, OR AS REQ'D

3” SST BOLTED FLOOR FLG,

FASTEN TO FLOOR W/ SST

EPOXY ANCHORS

3”x2” SST HEX BUSHING,

MNPTxFNPT

ARV ENCLOSURE, HOT BOX

LB8FEM, COLOR PER SPEC, SEE

NOTE 5

ANODE BAG, SEE NOTE 1

2” SST 90° BEND, FIPT, OWNER

FURNISHED

KEY NOTES:

SEE N

OTE 7

FASTEN UFD TO

COUPLER HOSE

SHANK W/ 2- 316

SST BANDING

CLAMPS (TYP OF 2

LOCATIONS)

12"

MIN

12"

6"

16" PVC FM

8" LAYER OF

3

4

"-0"

CRUSHED ROCK

64''x64'' CONC PAD -

REINFORCE W/ VERT &

HORIZ #4 REBAR @ 12" OC,

TYP

FASTEN HOT BOX W/

4 -

1

2

"x2

3

4

" WEDGE

ANCHORS 316 SST

HILTI KWIK BOLT,

OR EQ, PROVIDE MIN

CONC CLEARANCE

FOR ANCHORS AS

REQ'D

2'-0"

MIN

VALVE BOX W/ OPERATOR

EXTENSION AS REQ'D,

SEE DRAWING NO. 1015

CONC PIER

BLOCK

CATHODIC PROTECTION JUMPER,

TYP, SEE NOTE 8 AND SPECS

SLP=2% MIN

FINAL GRADE

PER PLANS

12"

24"

MAX

SHEET NOTES:

1. PLACE NEW ANODE BAGS IN NATIVE SOIL AS PER SPECS. THERMITE WELD

ANODE LEADS TO SERVICE SADDLE.

2. ALL STAINLESS STEEL PIPING SHALL BE SCHEDULE 40. ALL SMALL

DIAMETER PVC SHALL BE SCHEDULE 80, SOLVENT WELDED JOINTS.

3. ALL ELECTRICALLY CONTINUOUS FITTINGS CONNECTED TO FORCE MAIN

SHALL BE 316 STAINLESS STEEL, ALL OTHER FITTINGS, HARDWARE AND

FASTENERS SHALL BE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.

4. SLOPE CONCRETE PAD MINIMUM 2% TOWARD 6” FLOOR DRAIN.

5. ORIENT DOOR AND LID OPENING LOCATION ON ENCLOSURE PER CWS

DIRECTIONS AT EACH ARV LOCATION.

6. INSTALL DRAIN LINE IN SHARED TRENCH PER ENGINEER DETAIL. INSTALL

STANDARD CLEANOUTS, PER DRAWING NO. 500, EVERY 300’, OR WHERE

SHOWN ON PLANS. DRAIN TO DISCHARGE TO NEAREST SANITARY SEWER

MANHOLE AS SHOWN ON PLANS.

7. RAISE GRADE OF ARV BRANCH PIPING IF REQ’D TO AVOID CONFLICT W/

CROSSING UTILITIES. PROVIDE MINIMUM 5' COVER OVER PIPING W/IN

ROADWAY.

8. ALL BURIED STAINLESS STEEL PIPING AND APPURTENANCES TO BE

ELECTRICALLY CONTINUOUS AND COATED WITH WAX TAPE PER

SPECIFICATIONS.

9. PROVIDE PERMANENT CAP ON 6" ARV DRAIN WHERE NOTED ON PLANS

AND ALSO PROVIDE SIGN ON FLOOR DRAIN THAT IT IS NON-FUNCTIONAL.

10. ALL ITEMS NOTED ON TO BE FURNISHED BY OWNER SHALL BE INSTALLED

BY CONTRACTOR

11. PROVIDE TRACER WIRE FOR 16'' FM, 6'' ARV DRAIN, AND 3'' ARV PIPE, AS

SHOWN ON DRAWING NO. 1016

316 SST TAPPING SLEEVE W/ 3”

OUTLET, SEE SPECS

3” SST NIPPLE, MIPT, OR 3" SST

SPOOL, LENGTH AS REQUIRED

3” SST 90° BEND, FIPT

3” SST CLOSE NIPPLE

3” BURIED SST BALL VALVE

3” SST NIPPLE, MIPT X PE,

LENGTH AS REQ’D

3” SST COMPRESSION

COUPLING, SEE SPEC

3” SST 45° BEND, FIPT

3” SST BALL VALVE W/ LEVER

HANDLE, MIPT

3” SST UNION

3” SST TEE, FIPT

2” ARV, VENT-O-MAT, OWNER

FURNISHED, SEE NOTE 10, TYP

2” PVC NIPPLE, ADAPTER, OR

SPOOL, AS REQ'D, OWNER

FURNISHED

2” CAM-LOCK FITTING, FIPT,

OWNER FURNISHED

2” POLYPROPYLENE CAM-LOCK

FEMALE COUPLER, OWNER

FURNISHED

2” FLEXIBLE HIGH TECH

DURAVENT, UFD-AP URETHANE

HOSE, OR APPROVED EQUAL,

OWNER FURNISHED

6” X 2” PVC RDCR BUSHING,

SCHED 80

6” PVC SPOOL, SCHED 80

6” PVC 90° BEND, SCHED 80

6” X 3” PVC TEE, ROLLED UP TO

VENT, SCHED 80

6” PVC WYE, SCHED 80

6” FERNCO COUPLING, SCHED

80 PVC TO D3034 PVC OR

PERMANENT 6" PVC CAP PER

NOTE 9

6” D3034 SDR 35 PVC PIPE

6” D3034 SDR 35 PVC ELBOW

FITTING, DEFL ANGLE AS REQ’D

6” D3034 SDR 35 PVC ELBOW

FITTING, 90° ROLLED TO 2%

MIN, OR AS REQ'D

3” SST BOLTED FLOOR FLG,

FASTEN TO FLOOR W/ SST

EPOXY ANCHORS

3”x2” SST HEX BUSHING,

MNPTxFNPT

ARV ENCLOSURE, HOT BOX

LB8FEM, COLOR PER SPEC, SEE

NOTE 5

ANODE BAG, SEE NOTE 1

2” SST 90° BEND, FIPT, OWNER

FURNISHED

KEY NOTES:

10"

8"

24" DIA x 10" DEEP STD

MANHOLE FRAME W/ CI

INLET GRATE

MUSHROOM-STYLE

VENT COVER,

MORRISON FIG.155

3" SCHED 80 PVC PIPE TO VAULT

3

4

"-0" CRUSHED ROCK

3" 316 SST NIPPLE

3" 316 SST ELBOW

FINISH GRADE

4'x4' CONC SLAB, REINF

W/ 2X2 W2.9/2.9

WELDED WIRE STEEL

MESH ALL FACES,

SLOPE TOP TO DRAIN

AWAY FROM VENT (TYP)

4'-0"

6"x3" SCHED 80 PVC TEE,

ROLLED UP TO VENT

ARV ENCLOSURE, SEE

DRAWING NO. 1013

NOTES:

1. NO ROCK GUARD REQUIRED IF OPERATOR NUT WITHIN 36" OF FINISH GRADE.

WHERE DEPTH FROM ROCK GUARD TO OPERATOR NUT IS GREATER THAN 6'-0",

INSTALL SECOND ROCK GUARD.

1'-6" x 1'-6" x 6" THICK

3000 PSI CONC RESTING PAD

SCALE: NTS

VALVE BOX DETAIL

4

1014

SCALE: NTS

MUSHROOM STYLE ARV VENT SECTION A

1013

SCALE: NTS

TRACER BOX DETAIL

1

-

17"

2'-6"

36"

2

-

SCALE: NTS

PIPE WARNING SIGN DETAIL

18"

NOTES:

1. PROVIDE SIGNS AT LOCATIONS SHOWN ON

PLAN SHEETS.

2. SIGNS SHALL BE ALUMINUM OR FIBERGLASS

(0.10-INCH THICK) WITH EMBEDDED

FADE-PROOF LEGENDS. SIGN LETTERING

SHALL BE ONE-INCH HIGH. LETTERING SHALL

BE RED ON WHITE BACKGROUND.

3. LABEL TRACER WIRES IN NEMA ENCLOSURE

PER FORCE MAIN DIRECTION

(N,S,E,W,NW,SE,ETC.). LABELS SHALL BE SAME

MATERIALS AS ELECTRICAL AND SIGNAGE

WIRE LABELS.

4. ATTACH SST ENCLOSURE TO POST USING

SST HARDWARE PER ENCLOSURE MFR'S

RECOMMENDATION. COIL A MIN LENGTH OF 12"

OF TRACER WIRE IN THE ENCLOSURE.

SPANISHENGLISH

6"

6"

6"

SITIO

OFFSET

X' (DIR)

6"

6"

PIPE

LOCATION

X' (DIR)

6"

18"x18"x12" THICK, 3000

PSI CONC RESTING PAD

COPPERHEAD SNAKEPIT

TRACER BOX-ROADWAY

BOX RB14*TP

SEE NOTE 2

OFFSET SIGNAGE

SST NUT, BOLT &

WASHER, TYP OF 2

STL TRAFFIC DELINEATOR POST

TYPE 1, PER ODOT STD DWGS

TM570 & TM571, SEE NOTE 4

NOTES:

1. SEE PLANS FOR TRACER BOX INSTALL LOCATIONS. CONFIRM PLAN

LOCATIONS IN FIELD WITH OWNER/ ENGINEER PRIOR TO INSTALLATION.

2. PROVIDE SUFFICIENT SLACK IN TRACER WIRES TO EXTEND 18" OUT

OF TRACER BOX. COIL SLACK WIRE IN TRACER BOX.

5' MIN, SEE NOTE 1

EDGE OF TRAVEL LANE

PVC CONDUIT, TYP

1-1/4" LONG SWEEP 90° PVC COATED RGS RISER ELBOW AT TRACER WIRE

ENTRY TO BOX PER CONDUIT TRANSITION, DET 4, DRAWING NO. 1080, TYP

PVC CONDUIT, TYP OF 2

(ONLY ONE SHOWN)

1-1/4" LONG SWEEP 90° PVC

COATED RGS RISER ELBOW AT

TRACER WIRE ENTRY TO BOX PER

CONDUIT TRANSITION DET 4,

DRAWING NO. 1080, TYP OF 2

(ONLY ONE SHOWN)

NEMA 4X SST 6"X6"X4"

ENCLOSURE, SEE NOTE 4

1

1

4

" PVC COATED RGS CONDUIT TO

ENCLOSURE, TYP OF 2, (ONLY ONE

SHOWN) SEE SPECS

12" DIA SONOTUBE OR PIPE TO

FORM POST FOUNDATION, 12"

LONG, 1" REVEAL AT SURFACE

ELEVATION VIEW SECTION

SCALE: NTS

HEAVY DUTY CHAIN HOLDER DETAIL A

1017

5

8

" SST EPOXY ANCHOR

BOLTS WITH 5" EMBED

1

2

"

1" TYP.

4"

2"

1

1

2

" TYP.

6"

4"

2

1

2

"

1

2

"

1

2

"

NOTES:

1. MATERIAL: 316 STAINLESS STEEL

2. COORDINATE WITH OWNER AND ENGINEER ON LOCATION OF PUMP

CHAIN HOLDER.

3. 1 PER PUMP, INSTALL AS HIGH AS POSSIBLE WITH OUT CONFLICTING

WITH ACCESS HATCH.

DRAWING NO. 1018

REVISED 02-19

SINGLE PIPE TRENCH DETAIL

SYMBOL BACKFILL REQUIREMENTS

DI, SD, PVC & HDPE

MAIN OR ELEC CND

SAW CUT

PIPE ZONE =

PIPE ZONE

BACKFILL

DIA+24"

CLASS 'D'

4"

DIA + 1.0'

MAX

12"

EXIST BASE ROCK

12"

36" MIN FOR DI PIPE

24" MIN FOR CONDUIT

BACKFILL TO FIN

CLASS 'B' TRENCH

GR

FURNISH AND INSTALL CLASS 'D' BEDDING & PIPE ZONE & CLASS 'D' OR CLASS 'E'

TRENCH BACKFILL AS SHOWN ON PLANS, TO PAVEMENT BASE. COMPACT MATERIAL IN

LIFTS TO ACHIEVE 100% OF MAX DENSITY IN ACCORDANCE W/ AASHTO T-99. REPLACE

REMOVED ASPHALT W/ 6" LEVEL 3 AC, SEE SPECS.

FURNISH & INSTALL CLASS 'D' BEDDING & PIPE ZONE BACKFILL COMPACTED TO 95% OF

MAX DENSITY PER AASHTO T-99. FURNISH & INSTALL CLASS 'B' NATIVE TRENCH

BACKFILL TO FIN GR COMPACTED TO 95% MAX DENSITY PER AASHTO T-99. REPLACE

TOPSOIL & BACKFILL W/ CLASS 'B' NATIVE MATERIAL. FINISH TRENCH SURFACE TO

MATCH ORIGINAL CONTOURS. REPLACE EXIST LANDSCAPING.

CLASS 'D' TRENCH

BACKFILL OR CDF AS

SHOWN ON PLANS

12" TEE CUT WHERE

SHOWN ON PLANS

CLASS 'D'

BEDDING

G

N

G N

1. TAPE TRACER WIRE CONDUIT TO

TOP OF PIPE EVERY 10-FEET. COLOR

OF TONE WIRE INSULATION AND

LOCATING TAPE SHALL BE AS

FOLLOWS:

SAN FM:

ELEC CONDUIT:

FM ARV PIPE:

SAN GRAVITY:

PVC STORM:

GREEN

RED

GREEN

GREEN

GREEN

LOCATING TAPE, COLOR AND

WORDING AS REQ'D IN NOTES

1 & 2, 6" TO 9" ABOVE PIPE, TYP

TONE WIRE INSIDE 1

1

4

" PVC CND,

LOCATE ON TOP C OF PIPE, TYP,

COLORS AS REQ'D IN NOTE 1

L

TRENCH IN ROADWAY, DRIVEWAY TRENCH OUT OF ROADWAY

2. WORDING ON LOCATING TAPE SHALL BE AS FOLLOWS:

SAN FM:

ELEC CONDUIT:

FM ARV PIPE:

SAN GRAVITY:

PVC STORM:

CAUTION BURIED SEWER LINE BELOW

CAUTION BURIED ELECTRICAL LINE BELOW

CAUTION BURIED SEWER LINE BELOW

CAUTION BURIED SEWER LINE BELOW

CAUTION BURIED SEWER LINE BELOW

NOTES:

SCALE: NTS

PAVEMENT/CURB EDGE & PLANTING BED SECTION DETAIL

A

SCALE: NTS

TREE PLANTING DETAIL

B

SCALE: NTS

SHRUB PLANTING DETAIL

C

SCALE: NTS

GROUNDCOVER SPACING DETAIL

B

SCALE: NTS

2 1/2" OR SMALLER GATE VALVE DETAIL

E

SCALE: NTS

3" OR LARGER GATE VALVE DETAILF

FOLD WIRE AND BERLAP

1

3

OF THE WAY DOWN THE ROOT BALL.

PREPARED PLANTING SOIL

EARTH RIM WATERING BASIN

2" BARK MULCH

2"x2" WOOD STAKES SET PLUMB (3) PER TREE

3 - 12 GALVANIZED STEEL WIRE AND

BLACK RUBBER HOSE TWIST TO

TIGHTEN

12" CLEARANCE ALL SIDES

3X ROOT BALL DIAMETER

ROOT BARRIER**

SIDEWALK OR CURBSIDEWALK OR CURB

6"

6"

ROOT BARRIER**

NOTE:

1. PLANTING EXCAVATION DIAMETER

SHALL BE THREE TIMES THE ROOT

BALL DIAMETER OR A MINIMUM OF

12", WHICHEVER IS GREATER.

2. **INSTALL 18" X 15' ROOT

BARRIER AT ALL NEW TREE

LOCATIONS THAT ARE WITHIN 4'

OF A CURB OR SIDEWALK.

APPROVED ROOT BARRIERS:-

DEEPROOT UB 18-2

NDS EP-1850 OR EQUIVALENT

SCALE: NTS

EVERGREEN TREE PLANTING DETAIL

G

SCALE: NTS

MANUAL DRAIN VALVE DETAIL

H

SCALE: NTS

REMOTE CONTROL VALVE DETAIL

I

SCALE: NTS

WINTERIZATION ASSEMBLY @ ALL MAIN VALVES DETAIL

J

SCALE: NTS

TYPICAL RISER DETAIL

K

SCALE: NTS

IRRIGATION AND CONTROL SLEEVE DETAIL

L

AFTER ENERGIZATION

AFTER DE-ENERGIZATION

TIME DELAY RELAY, TRX,

TIMING RANGE AS NOTED

TDAE = TIME DELAY PICK UP

TIME DELAY RELAY CONTACT,

NORMALLY OPEN, CLOSE AFTER

TIME DELAY ON ENERGIZATION

TIME DELAY RELAY CONTACT,

TDAD = TIME DELAY DROP OUT

TIME DELAY ON ENERGIZATION

NORMALLY OPEN, CLOSE ON

TIME DELAY RELAY CONTACT,

ENERGIZATION, OPEN AFTER

TIME DELAY ON DE-ENERGIZATION

ENERGIZATION, CLOSE AFTER

TIME DELAY ON DE-ENERGIZATION

NORMALLY CLOSED, OPEN ON

TIME DELAY RELAY CONTACT,

NORMALLY CLOSED, OPEN AFTER

RUNNING TIME METER; MAY BE

MOTOR,

TAGGED RTM, ETM OR KC

(3 PHASE MOTOR SHOWN)

PROGRAMMABLE CONTROLLER

INPUT ("AUTO" STATUS

OUTPUT ("RUN" COMMAND

PROGRAMMABLE CONTROLLER

CONTROL POWER TRANSFORMER,

PRIMARY AND SECONDARY

REQUIRED UNLESS NOTED

ELECTRICAL CONNECTION

VOLTAGES AS NOTED, SIZE AS

KW OR AMPERES RATING

AUXILIARY OR CONTROL DEVICE

VOLTAGE, SECONDARY VOLTAGE,

TYPE AS INDICATED

AND KVA RATING SHOWN

INSTRUMENT SWITCH

TRANSFORMER WITH PRIMARY

SWITCHBOARD INSTRUMENT

TYPE AS INDICATED

METERING

SUBSCRIPT:

VS =

AS = AMMETER SWITCH

VOLTMETER SWITCH

TRANSFER SWITCH

(CONTROL STATION SHOWN).

VARIABLE FREQUENCY DRIVE

ATS = AUTOMATIC

MTS = MANUAL

SELECTOR SWITCH

(3-WAY SHOWN)

PUSH TO TEST INDICATING LIGHT

AUXILIARY CONTACT

NORMALLY OPEN &

NORMALLY CLOSED

THERMAL OVERLOAD ELEMENT

THERMAL OVERLOAD RELAY

CONDUIT SEAL

GROUND

INDICATED)

INDICATED)

W/THERMAL OVERLOADS

LOW VOLTAGE CIRCUIT BREAKER

TRIP AMPERAGE/POLES/FRAME SIZE

MOTOR

FUSE RATING/POLES/SWITCH RATING

BREAKER

CIRCUIT BREAKER

LOW VOLTAGE DRAW OUT

NF = NON FUSED

GENERATOR. X=RATING

MEDIUM VOLTAGE DRAW OUT

NON-MOTOR LOAD WITH

FUSED SWITCH,

MAGNETIC STARTER

ONE-LINE DIAGRAM SYM.

CURRENT TRANSFORMER

DRAW OUT OR STAB-IN CONNECTION

POTENTIAL/VOLTAGE TRANSFORMER

X = NO. OF PHASES

LIGHTNING ARRESTOR

TEMPERATURE SWITCH, CLOSE

TEMPERATURE SWITCH, OPEN

CONTROL RELAY OR

SOLENOID VALVE COIL

CONTROL RELAY COIL,

CONTACTOR COIL,

MOTOR STARTER COIL, OR

CONTACTS, CONTACTOR,

MOTOR STARTER, CONTACTS,

INCREASING FLOW

INCREASING FLOW

FLOW SWITCH, OPEN ON

FLOW SWITCH, CLOSE ON

ON RISING TEMPERATURE

ON RISING TEMPERATURE

DECREASING PRESSURE

POSITION REACHED

POSITION REACHED

LIMIT SWITCH, OPEN WHEN

LIMIT SWITCH, CLOSE WHEN

BATTERY

HORN

PRESSURE SWITCH, CLOSE ON

PRESSURE SWITCH, CLOSE ON

CONTROL SCHEMATIC SYM.

FALLING LEVEL

FLOAT SWITCH, CLOSE ON

INCREASING PRESSURE

FLOAT SWITCH, CLOSE ON

RISING LEVEL

SHOWN ON DRAWINGS)

NOT SHOWN ON DRAWINGS. CONTRACTOR TO PROVIDE AND INSTALL

LIGHTING & RECEPTACLE CIRCUIT CONDUITS & CONDUCTORS ARE

EMPTY CONDUITS SHALL BE PROVIDED WITH PULL ROPE AND BE

TELEPHONE JACK (UNLESS OTHERWISE

PLUG-IN RECEPTACLE STRIP

SPECIAL PURPOSE RECEPTACLE

125V, 20A DUPLEX RECEPTACLE,

ELEMENT FOR SMALL HORSEPOWER

(AS DEFINED ON DRAWINGS)

THIS IS A STANDARD ELECTRICAL SYMBOLS SHEET.

TO OPERATE CIRCUITS.

2.

3.

OVERHEAD ELECTRICAL

OTHERWISE NOTED)

POWER OR LIGHTING

PANEL BOARD

EXISTING UNDERGROUND ELECTRICAL

(CONCRETE ENCASED UNLESS

UNDERGROUND TELEPHONE CONDUIT

SYMBOLS HAVE BEEN USED ON THIS PROJECT.

1.

DUCT BANK

GENERAL NOTES

MOTOR

LIGHTING PLAN SYM.

INDICATE FACE(S)

SELF CONTAINED

EMERGENCY LIGHT

EMERGENCY LIGHT, 2

EMERGENCY LIGHT,

POLE MOUNTED LUMINAIRE

REMOTE MOUNTED HEAD

LUMINAIRE (HID OR INC)

EXIT SIGN, SHADED AREAS

FLUORESCENT LIGHT FIXTURE

ATTACHED HEADS SHOWN

CONTROLLING SWITCH

FOUR-WAY SWITCH

THREE-WAY SWITCH

SINGLE-POLE SWITCH

FIXTURE TYPE, SEE FIXTURE SCHEDULE

CIRCUIT NUMBER FROM PANELBOARD

MANUAL MOTOR STARTER WITH THERMAL

JUNCTION BOX

P = PULLBOX

INSTRUMENTATION

TRANSFORMER

20A FUSE, 3 POLE, 30 AMP

SWITCH INDICATED

OTHER EQUIPMENT

CONTROL PANEL SUPPLIED WITH

DISCONNECT OR SAFETY SWITCH,

NON-FUSED UNLESS OTHERWISE INDICATED

GROUND ROD

GROUND GRID OR CABLE

CONDUIT TAG OR CIRCUIT NUMBER

UNDERGROUND ELECTRICAL DUCT BANK

CONCRETE-ENCASED UNLESS OTHERWISE NOTED)

THERMOSTAT

SWITCH SUBSCRIPTS:

NONE =

4 =

3 =

M =

LUMINAIRE SUBSCRIPTS:

Y =

Z =

X =

SWITCH

ELECTRICAL PLAN SYM.

CONDUIT TURNED UP

CONDUIT TURNED DOWN

HOME RUN EXPOSED

HOME RUN CONCEALED

W/ #12 `G', UNLESS OTHERWISE

EXPOSED WIRING RUN, 3/4"C, 2 #12

NOTED

X = NO. OF PHASES

BROAD BAND FILTER

FOR HARMONIC MITIGATION

POWER REACTOR

X = NO. OF PHASES

TG

- TACHOMETER GENERATOR

- TEMPERATURE SWITCH

- LIMIT SWITCH

- POSITION TRANSMITTER

TS

XS,ZS

XT

- FLOW SWITCH

- HEATER

- INDICATION LIGHT

- LEVEL SWITCH

- PUSHBUTTON STATION

- PNEUMATIC ELECTRIC STATION

- PRESSURE SWITCH

- SPEED CONTROL DEVICE

- SPEED INDICATOR

- SPEED SWITCH

- SELECTOR SWITCH

- TEMPERATURE ELEMENT

SI

SS

TE

HS,SW

PB

PS

PE

SC

H

FS

LE,LS

IL

SOLENOID VALVE

CONTROL SCHEMATIC SYM. CONT.

TB = TERMINAL BOX

NON-FUSED UNLESS OTHERWISE

DISCONNECT OR SAFETY SWITCH,

INDICATED

RECEPTACLE SYM.

AUXILIARY OR CONTROL DEVICE

(CONTROL STATION SHOWN).

ILLUSTRATION OF SYMBOL DOES NOT IMPLY ALL

CAPPED OR PLUGGED, TO PREVENT WATER ENTRY.

LIGHTING & RECEPTACLE CONDUITS AND CONDUCTORS REQUIRED

FIELD DEVICE TERMINAL

MOTOR CONTROLLER TERMINAL

PHOTOELECTRIC

WEATHERPROOF SWITCH

PE =

WP =

XP = EXPLOSIONPROOF SWITCH

RECEPTACLE SUBSCRIPTS:

EXPLOSIONPROOF RECEPTACLE

WEATHERPROOF RECEPTACLE

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE

XP =

GFCI =

WP =

BLOWN FUSE INDICATOR

FUSE, FUSEBLOCK AND

METAL OXIDE VARISTER

CONTROL PANEL SUPPLIED

W/OTHER EQUIPMENT

X INDICATES LENS COLOR

DUPLEX TELEPHONE JACK (UNLESS OTHERWISE

SHOWN ON DRAWINGS)

LENS COLORS:

R - RED

G - GREEN

B - BLUE A - AMBER

W - WHITE

Y - YELLOW

SL

- SEAL LEAK

SEPERATLY MOUNTED COMBINATION MOTOR

STARTER OR CONTROLLER, SEE ELECTRICAL

ONE LINE DIAGRAM OR SCHEDULE FOR

DESCRIPTION

FIELD WIRING EXTERNAL TO CONTROL PANEL

SELECTOR SWITCH

SEAL-OFF

HEAVY DUTY RECEPTACLE

XX

HEATING ELEMENT

CPT (CONTROL POWER TRANSFORMER)

ANTENNA

HEAVY DUTY DUPLEX

TOGGLE SWITCH

SINGLE CIRCUIT PUSHBUTTONS,

NORMALLY OPEN & NORMALLY

CLOSED

ON - OFF SWITCH

##

XX

INTERNAL CONNECTION

XX

##

##

(OPEN & CLOSED)

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

8/26/19

ANV 01/22/02

E00

1070B PS E00

1:1

JTO

JT

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

ABBREVIATIONS

& SYMBOLS

3 16

NA

XXXX

PS E00

1 02-14-17 CG JT DRAWING STANDARDS UPDATE

LAST UPDATE

07-25-2018

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ABBREVIATIONS, & SYMBOLS

ELECTRICAL

22

34

LE

14

18

SL

TS

FS

FS

20

34

14SL

TS

12

15 15

11

1616

172117

19

6

13

7

5

MCP

A

MCP

4

39

2WH

G

1

OVERHEAD UTILITY

PRIMARY POWER

P-PUMP2

P-PUMP1

C-PUMPS

C-FLOAT

S-LEVEL

P-PGE

P-MAIN

P-ATS

P-ENCL

P-GEN1

C-GEN2

C-GEN1

C-PUMPS

P-GEN2

TO GEN

BATTERY AND

BLOCK

HEATER

P-LC1

22

ENCLOSURE

7

8

9

RVSS RVSS

N G

PAD REBAR

AND RACK

FRAME

3/4"x10' GROUND

RODS SET 10' MIN

APART

A

P-LC2

AVAILABLE FAULT

CURRENT = 1961A

3B

23 23

KEY NOTES:

COMMENTSDESCRIPTIONS

POWER DISTRIBUTION BLOCK

METER ENCLOSURE

MTR

UTILITY XMFR POWER

SL

TS

SECONDARY SERVICE %X IMPEDANCE

PER UTILITY STANDARDS

480V, 3PHASE, NEMA 1 ENCLOSURE

SUITABLE FOR SERVICE ENTRANCE, SS NEMA 3R

MAIN SERVICE BREAKER

ITEM

PUMP SUBMERSIBLE MOTOR

3-PHASE SECONDARY SURGE ARRESTOR

UNDERGROUND CABLE TRENCH

LOAD CENTER

DRY TYPE XMFR PRIMARY BREAKER

COMBINATION MOTOR STARTER PANEL

PUMP POWER WIRES

DISCONNECT AIR GAP J-BOX

MIN 3 KVA, 480V-120/240V, 1PH

MIN 100AMPS, 120/240V, 1PH, 3W, 12 POLES

LEVEL SENSOR

PUMP CONTROL WIRES

AIR GAP JUNCTION BOX CONFIGURATION

SUPPLIED BY PUMP MFR

PROVIDED WITH AMMETER (RANGE TWICE FLA)

LEGEND:

SCALE: NTS

1

ONE-LINE DIAGRAM

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

PUMP SEQUENCE CONTROL PANEL (PSCP)19

480V, 3PHASE, 4W, 60HZ UNDERGROUND

AUTOMATIC TRANSFER SWITCH

STANDBY GENERATOR

PUMP SUBMERSIBLE POWER

DRY TYPE XMFR

PROVIDED WITH IN-LINE BREAKER

MOTOR OVER TEMP SWITCH

SEAL LEAK

MOTOR

MOTOR CIRCUIT PROTECTORMCP

AND CONTROL CABLES

PROVIDE IN CONDUITS

PROVIDE IN CONDUITS

CABLE BY MFR, NO SPLICE

FLOATS20

FLOAT CONTROL WIRES21

MOTOR PROVIDED WITH MOTOR OVER TEMP

AND SEAL LEAK

OVER FLOW AND HIGH LEVEL

LEVEL TRANSMITTER22

A. SHOW EQUIPMENT SHORT CIRCUIT RATING.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/30/18

ANV 06/10/03

PS E01

1071PS00E01

NA

SW

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

ONE-LINE DIAGRAM

24 36

NA

6076

PS E01

1 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

3B

NEMA 3R ENCLOSURE

NON-FUSED DISCONNECT

PROVIDE PUMP NAMEPLATE ON FRONT OF STARTER PANEL23

GENERAL NOTE:

STANDARD DRAWING NO. 1071

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

ONE LINE DIAGRAM

6

6'-0"

6'-0"

3" MIN.

12"

H

TYP. OF 2

NOTE "D"

CONCRETE PAD

D

E

P

T

H

2

4

"

15

SEE DETAIL:

9

PS E04

A

10

6

1

21

18

PUMP STATION

XXXXXX

SEE NOTE C

13 13

TYP. OF 2

TYP. OF 2

EXTENSION

REBAR FOR

GROUNDING

PURPOSES

12

2

11

14

3

P - A

TS

P - P

UM

P 1

P - P

UM

P 2

C - P

UM

P 1

&

2

P - E

XT

ER

IO

R L

IG

HT

C - T

EL

EP

HO

NE

S - L

EV

EL

C - F

LO

AT

S

C - G

EN

ER

AT

OR

R

UN

C - V

AU

LT

F

LO

AT

16

6"x6" METAL RACEWAY

FOR RACEWAY AND

HOMERUN CONDUIT INFO

2'-0"

3'-0"

17

5

20

8

RAIN HOOD

SPACER

6"x6

" M

ET

AL

R

AC

EW

AY

7

PVC COATED

RGS CONDUITS (TYP.)

SEE NOTE F

A

SEE NOTES 'B' & 'E'

6" x 6" RACEWAY

w/ HINGE COVER

INLET

LOUVER

WITH

FILTER

T

19

4

SEE PS E12

2

DETAIL

S - F

LO

W M

ET

ER

REUSE EXISTING

ANTENNA SUPPORT

BRACKET

STAINLESS STEEL

CONDUIT W/

SUPPORT

MISSION

RTU ANTENNA

ALARM HI-LEVEL

BEACON LIGHT (SEE

NOTE A)

24" RAIN

HOOD

B

XXXXXX XXXXXX

XXXXXX

SEE NOTE JSEE NOTE J

6"x6" METAL RACEWAY

PVC COATED

RGS CONDUITS

(TYP.)

6"W x 6"H METAL RACEWAY

1'-0"4"

MIN.

1" EMT

CONDUITS

(TYP.)

6"x6" METAL

RACEWAY

SEE NOTE G

SEALANT

w/ LOCKNUT

ACCEPTABLE

FOR THIS

LOCATION

INLET

LOUVER

WITH

FILTER

6" x 6" RACEWAY

WITH HINGE COVER

SCALE: NTS

1

ELECTRICAL ENCLOSURE - 01 (INTERIOR)

WEATHERPROOF DUPLEX OUTLET w/ RECESSED BOX

HIGH LEVEL ALARM, EXTERIOR BEACON LIGHT MOUNTED ON TOP OF PANEL.

MUST BE SEEN FROM STREET LEVEL. FIELD ADJUST HEIGHT AS REQUIRED.

A.

NAMEPLATES

KEYED NOTES & NAMEPLATE DESIGNATIONS:

3

SIMPLEX RECEPTACLE FOR MISSIONS

PANEL EXHAUST FAN WITH FILTER AND LOUVER

PANEL EXHAUST THERMOSTAT

EXTERIOR POLE LIGHT CONTROL STATION

GFCI DUPLEX RECEPTACLE

3PH SURGE ARRESTOR

MINIMUM 1/2" ANCHOR BOLTS (STAINLESS STEEL)

GROUND RODS & GROUND WIRE, #1

LEVEL CONTROLLER

MISSION RTU

2' x 4' PANEL LED LIGHTS

DUPLEX TELEPHONE JACK

PANEL LIGHT ON/OFF (ACTIVATED BY DOOR OPENING)

PUMP CONTROL PANEL

POWER DISTRIBUTION BLOCK

DISCONNECT, AMMETER AND OVERLOAD

NETWORK INTERFACE DEVICE

COMBINATION MOTOR STARTER, LOCKABLE

13

18

21

19

20

15

17

16

14

10

12

11

9

8

6

7

5

4

RESET

FLOW TRANSMITTER

PANEL HEATER WITH INTEGRAL THERMOSTAT

WEATHER PROOF ENCLOSURE

1

2

ITEM

NO.

DEVICE

INTERIOR RACEWAY ROUTING BETWEEN PANELS WITHIN ENCLOSURE

SHALL PROVIDED AS SHOWN AND SHALL BE EMT TYPE.

B.

PROVIDE DESIGNATED PUMPSTATION NAMEPLATE ON OUTSIDE

FRONT OF ENCLOSURE i.e. XXXX PUMPSTATION.

C.

PAD DETAILS AND CONNECTION TO PAD SHOULD BE DESIGNED TO

RESIST SEISMIC AND WIND LOADS. THE DETAILS SHOWN SHOULD

BE CONSIDERED MINIMUMS. SEE DETAIL DWG PS E11.

D.

XXX PUMP STATION PS XX

FLOW METER

RADIO SHACK # 279-448

PUMP 1 OR PUMP 2

PUMP SEQUENCE CONTROL PANEL

LEVEL CONTROLLER

MISSIONS

EXTERIOR LIGHT CONTROL

LOAD CENTERLOAD CENTER

22

POWER DISTRIBUTION BLOCK

RUNNING THREAD CONDUIT SHALL NOT BE USED.E.

PVC COATED CONDUITS FROM FIELD EQUIPMENT SHALL BE

INTERCEPTED WITH THE 6" METAL RACEWAY. COORDINATE THE

ACTUAL RACEWAY LOCATION PRIOR TO HOME RUN CONDUITS

INSTALLATION. SEE CONDUIT SCHEDULE.

F.

SCALE: NTS

A

TRANSITION FROM UNDERGROUND OR CONCRETE EMBEDDED TO

EXPOSED: PVC-COATED STEEL CONDUIT TO 12" BELOW GRADE. TYP.

G.

EXPOSED WIRE IS NOT ACCEPTABLE.H.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E02

1072PS00E02

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

INTERIOR ENCLOSURE - 01

25 36

NA

XXXX

PS E02

1 2/07 CAD DP MINOR REVISIONS

2 4/07 CAD DP MINOR REVISIONS

3 02/17 CG JT STANDARD DRAWINGS UPDATE

(PROVIDED BY TELEPHONE SERVICE PROVIDER)

NAMPLATES PER SPECIFICATIONS FOR ALL PANELS.J.

GENERAL NOTES

SEE RTU WIRING DIAGRAM

ELECTRICAL ENCLOSURE

01 (RACEWAY PROFILE) SCALE: NTS

B

ELECTRICAL ENCLOSURE 01 (RACEWAY PLAN)

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1072

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

INTERIOR ENCLOSURE - 01

T

6'-0"

12"

10

2

4

"

D

E

P

T

H

2

19

6 7

8

12

18

22

21

FROM UTILITY

XFMR

NOTE D

CONCRETE PAD

TYP. OF 2

15

1

3" MIN.

9

PUMP STATION

XXXXXX

SEE NOTE C

14

TYP. OF 2

20 20

TYP. OF 2

EXTENSION

REBAR FOR

GROUNDING

PURPOSES

PVC COATED RGS (TYP.)

6'-0"

24" RAIN HOOD

RAIN HOOD

SPACER

PVC COATED

RGS (TYP.)

SEE

NOTE J

TO ATS

INLET

LOUVER

WITH

FILTER

H

3

6" x 6" RACEWAY

w/ HINGE COVER

SCALE: NTS

1

ELECTRICAL ENCLOSURE - 02

GENERAL NOTES:

NOT USED

A.

INTERIOR RACEWAY ROUTING BETWEEN PANELS WITHIN

ENCLOSURES SHALL BE WELL COORDINATED AND SHAL BE EMT

TYPE.

B.

PROVIDE DESIGNATED PUMPSTATION NAMEPLATE ON OUTSIDE

FRONT ENCLOSURE i.e. XXXX PUMPSTATION.

C.

PAD DETAILS AND CONNECTION TO PAD SHOULD BE DESIGNED TO

RESIST SEISMIC AND WIND LOADS. THE DETAILS SHOWN SHOULD

BE CONSIDERED MINIMUMS. SEE DETAIL DWG E11.

D.

RUNNING THREAD CONDUIT SHALL NOT BE USED.E.

PVC COATED CONDUITS FROM FIELD EQUIPMENT SHALL BE

INTERCEPTED WITH THE 6" METAL RACEWAY. COORDINATE THE

ACTUAL RACEWAY LOCATION PRIOR TO HOME RUN CONDUITS

INSTALLATION. SEE CONDUIT SCHEDULE.

F.

TRANSITION FROM UNDERGROUND OR CONCRETE EMBEDDED TO

EXPOSED: PVC-COATED STEEL CONDUIT TO 12" BELOW GRADE.

TYP.

G.

EXPOSED WIRE IS NOT ACCEPTABLE.H.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E03

1073PS00E03

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

INTERIOR ENCLOSURE - 02

26 36

NA

XXXX

PS E03

1 2/07 CAD DP MINOR REVISIONS

2 4/07 CAD DP MINOR REVISIONS

3 02/17 CG JT STANDARD DRAWINGS UPDATE

J.KWH METER INSTALLED PER PGE MAX HEIGHT. MAIN BREAKER

INSTALLED IMMEDIATELY BELOW METER.

DRY TYPE XMFR

NOT USED

NAMEPLATE

KEYED NOTES & NAMEPLATE DESIGNATIONS:

3

PANEL EXHAUST FAN WITH FILTER AND LOUVER

PANEL EXHAUST THERMOSTAT

KWH METER BASE

MAIN BREAKER SS NEMA 4X

DUPLEX RECEPTACLE

GROUND RODS & GROUND WIRE, #1

2'x4' FLOURESCENT LIGHTS

NOT USED

NOT USED

13

18

22

21

19

20

15

17

16

14

10

12

11

9

8

6

7

5

4

LOAD CENTER

PANEL HEATER WITH INTEGRAL THERMOSTAT

WEATHER PROOF ENCLOSURE

1

2

ITEM

NO.

DEVICE

DRY TYPE XMFR PRIM BREAKERDRY TYPE XMFR PRIM BREAKER

NOT USED

O & M RACK

AUTOMATIC TRANSFER SWITCH

PANEL LIGHT ON/OFF (ACTIVATED BY DOOR OPENING)

NOT USED

NOT USED

MINIMUM 1/2" ANCHOR BOLT (STAINLESS STEEL)

PUMP STATION XXXX

O & M RACK

CIRCUIT LP-9

AUTOMATIC TRANSFER SWITCH

LOAD CENTER

CIRCUIT LP-7

CIRCUIT LP-7

PER PGE STANDARDS

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1073

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

INTERIOR ENCLOSURE - 02

5

6

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

15

AA

A

A

R R

G

16

17

14

13

11111111 1111

18 18

19

7 73

2

8

9

8

10

11

12

10

11

12

4 4

2 X

3

2 X

3

2 X 3

21

25

24

2 X

3

2 X

3

1 X 3

21 23

111 1 1 1 11

1 X 3

1 X

3

1 X 3

22

26

A

26

A

282727

KEYED NOTES & NAMEPLATE DESIGNATIONS (PSCP):

LEAD SELECTOR PUMP1-ALT-PUMP2

NAMEPLATE

SELECTOR SWITCH

AMBER LIGHT

RESET PUSHBUTTON

AMBER LIGHT

RUN TIME METER

6

12

9

11

10

8

7

ALTERNATOR SELECTOR SWITCH

RED LIGHT

3

5

4

-

-

2

1

NO.

ITEM

PUMP 2

MOTOR OVER TEMP

OVER TEMP RESET

SEAL LEAK

H-O-A

RUNNING

DEVICE

PUMP CONTROL PANEL

PUMP 1

PUMP SEQUENCE CONTROL PANEL (PSPC) - FRONT AND INTERIOR DETAILS

A

SCALE: NTS

PUMP SEQUENCE CONTROL PANEL

SELECTOR SWITCHCONTROL POWER ON/OFF

GREEN LIGHT CONTROL POWER ON

-

SEE SHEET E02

36"X24"X8"

ENCLOSURE SIZE

BACKPANEL

33"X23

RELAYS, 2 POLE

13

RELAYS, 4 POLE

14

TIMER, OFF DELAY

15

TIMERS, ON DELAY

16

ALTERNATING RELAY

17

SEAL LEAK DETECTOR

18

INTRINSICALLY SAFE RELAYS

19

FLOAT SWITCHES, NO

20

TERMINALS, PUMP SEQUENCE CONTROL PANEL WIRING

21

TERMINALS, SEAL LEAK & OVERTEMP WIRING

22

TERMINALS, INTRINSICALLY SAFE WIRING

23

SELECTOR SWITCH, 2 POS, 1 N.O., 1 N.C.

24

PUSHBUTTON, 1 N.O., 1 N.C.

25

HIGH LEVEL BEACON ALARM ENABLE-DISABLE

HIGH LEVEL ALARM TEST

26 AMBER LIGHT

PUMP FAIL (OVERLOAD)

APPROXIMATE

(SEE NOTES 1& 2)

1. PROVIDE PSCP WITH 10% EXTRA SPACE AND DOOR STOP

2. PROVIDE NAMEPLATES PER SPECIFICATION.

3. PROVIDE WETWELL OPERATING ELEVATION TABLE SETPOINTS ON FRONT OF PSCP PANEL

4. PROVIDE LABEL FOR EACH PILOT DEVICE ON THE BACK OF THE PANEL DOOR.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E04

1074PS00E04

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

CONTROL PANEL DETAIL

27 36

NA

XXXX

PS E04

1 2/07 CAD DP MINOR REVISIONS

2 01/17 CG JT STANDARD DRAWINGS UPDATE

INTERIOR

FRONT

SEE DWG E08

LAST UPDATE

07-25-2018

PUMP DIGITAL AMP DISPLAY

27

120 VAC

28 WELL LEVEL DIGITAL DISPLAY

NOTES:(NOTE 4)(NOTE 3)

STANDARD DRAWING NO. 1074

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

CONTROL PANEL DETAIL

PUMP SEQUENCE CONTROL PANEL (PSCP) - CONTROL DIAGRAM1

E09

NOT TO SCALE

1

PROVIDE ACTUAL RELAY CONTACT TERMINAL NUMBERS FOR ALL RELAYS

FURNISHED.

KEYED NOTES:

CR5

CRP

4

5

6

7

8

1

2

3

CR4

CONT. TO

RIGHT

RL3

CONT. TO

RIGHT

CR3

RL2

CR8

RL1

CR7

CR3

CR7

CR3

CR2

TD2

TD2

00X

0X0

X00

CR1

TD1

TD1

CR5

CR8

PUMP

SELECTOR

PUMP #1 LEAD

PUMP

#2

LEAD

ALT

DIVERSIFIED

ELECTRONICS

ARA-120-ABA DUPLEX

PUMP ALTERNATOR

OR APPROVED

EQUAL

AR1

N

ON

OF

F

15A

1CB

FROM 15 AMP CKT #1

CKT-1-L

120V

PSCP

CONTROL

POWER O.K.

HIGH WET

WELL ALARM

ON AT X'-X"

CALL LAG

ON AT X'-X" OFF

AT X'-X"

CALL LEAD

ON AT X'-X" OFF

AT X'-X"

PUMP 2 CALL

ON DELAY

SET TO

10 SEC

PUMP 1 CALL

ON DELAY

SET TO

0 SEC

CONT. FROM

LEFT

CR6

14 13

CONT. FROM

LEFT

ISR-FSO

7 8

ISR

FSO

FSO

C NO

WET WELL

OVERFLOW

ISR

FSH

FSH

C NO

OVERFLOW LEVEL

CR7

TD3

HI LEVEL

TD3

ISR-FSH

HIGH LEVEL PUMP

CYCLE TIMER 0-10

MINUTE SET @ 5 MIN.

OFF DELAY

IDEC# GT3F-1AF20

CR7

R

BEACON

HIGH WET

WELL

1

DIGITAL DISPLAY

VDC

INP+

COM

RED LION

CUB5I OR

EQUAL

4-20MA

FROM

RVSS 1

OR CT

DIGITAL DISPLAY

VDC

INP+

COM

RED LION

CUB5I OR

EQUAL

4-20MA

ENDRESS

HAUSER RIA 452

WITH

INTRINSICALLY

SAFE SENSOR

POWER SUPPLY

TEST

OFF

ENABLE

5A

W

120VAC

POWER

CONTROL

ON

PUSH TO TEST

4-20MA

TO MISSION

RTU

TO MISSION

RTU

4-20MA

LC-9

IS

BARRIER

CRP

N

4-20MA

4-20MA

TO MISSION

RTU

FROM

RVSS 2

OR CT

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E05

1075PS00E05

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

SEQUENCE CONTROL

DIAGRAM

28 36

NA

XXXX

PS E05

1 2/07 CAD DP MINOR REVISIONS

2 01/17 CG JT STANDARD DRAWINGS UPDATE

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

LAST UPDATE

07-25-2018

SEQUENCE CONTROL DIAGRAM

ELECTRICAL

STANDARD DRAWING NO. 1075

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E06

1076PS00E06A

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

STARTER SCHEMATICS

29 36

NA

XXXX

PS E06A

1 2/07 CAD DP MINOR REVISIONS

2 4/07 CAD DP MINOR REVISIONS

3 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-28-2018

STANDARD DRAWING NO. 1076

CONTROL DIAGRAM MOTOR STARTER

SUBMERSIBLE PUMP #11

E-06

NOT TO SCALE

480V

3Ø

5A

CR

CR

CR

14

CR

15

3

A

A

A

R

ETM

3

H A

O

3

4

CR

4

CR13

CR14 CR13

4

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

STARTER SCHEMATICS

ELECTRICAL

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

8/26/19

ANV 06/10/03

PS E06

6076PS00E06

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

STARTER SCHEMATICS

30 36

NA

XXXX

PS E06B

1 2/07 CAD DP MINOR REVISIONS

2 4/07 CAD DP MINOR REVISIONS

3 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1076

CONTROL DIAGRAM MOTOR STARTER

SUBMERSIBLE PUMP #22

E-06B

NOT TO SCALE

480V

3Ø

5A

CR

CR

CR

24

CR

25

3

A

A

A

R

ETM

3

H A

O

3

4

CR

4

CR23

CR24

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

STARTER SCHEMATICS

ELECTRICAL

CR23

4

REAR VIEW

.1

LOCK NUT

THREADED/TAPPED SPACER

SEALING WASHER

SEALING WASHER

EYEBOLT

.03

SEE DETAIL A

74.06

R

EF

72.06 REF

DRILL (4) .406 DIA HOLES IN ENCLOSURE

FOR 3/8" MTG HARDWARE

3.00

6.00

76.326

24.00

1.50

3/8" MTG HARDWARE

SUPPORT

BRACKET

RAIN HOOD

48.00

12.00

R

EF

.015

2°

.003

SHEET OF

N/A

2D I-DEAS DRAWING

NONE

11/01/02

TA

TA

TA

A ORIG ISSUE 11/01/02 TA

PART NO.

MATERIAL

REFERENCE

DATE

SCALE

DRAWN

CHECKED

APPROVED

DESCRIPTIONREV

DATE BY

TITLE

DRAWING NO.

ONE PLACE (.X) ±

TWO PLACE (.XX) ±

THREE PLACE (.XXX) ±

ANGLES ±

HOLE DIA ±

QUOTE 133563

SEE NOTES

DETAIL A

TOP IS CROWNED

FOR WATER RUN OFF

Phone(612)421-2240 Fax(612)421-1556

D

PART NO.

MATERIAL

REFERENCE

DATE

SCALE

DRAWN

CHECKED

APPROVED

DESCRIPTIONREV

DATE BY

TITLE

SIZEDRAWING NO.

THIRD ANGLE

PROJECTION

DO

NOT SCALE

DRAWING

ONE PLACE (.X) ±

TWO PLACE (.XX) ±

THREE PLACE (.XXX) ±

ANGLES ±

TOLERANCE UNLESS NOTED

A Pentair Company

Hoffman Engineering Company

900 Ehlen Drive

Anoka, Minnesota, 55303-7504, U.S.A.

HOLE DIA ±

DOORS NOT SHOWN.

PROPRIETARY DATA

NOTES:

APPROVAL DWG

(CLEAN WATER SEVICES)

ENCLOSURE TO BE A HOFFMAN CUSTOM STAINLESS STEEL NEMA 3R

A727224USSLPSPC ENCLOSURE WITH CUSTOM RAIN HOOD AND CUSTOM L30

PADLOCKING HANDLE, SUPPORT BRACKETS, SPACERS, MTG HARDWARE, &

DOORSTOPS. REFERENCE HOFFMAN QUOTE OVERALL #154966 FOR ENCLOSURE AND

QUOTE #133563 FOR RAIN HOOD.

THE INFORMATION AND DESIGN(S) DISCLOSED HEREIN ARE THE

PROPERTY OF HOFFMAN ENCLOSURES AND MAY NOT BE USED BY, OR

DISCLOSED TO, ANY THIRD PARTY, EXCEPT AS GRANTED IN WRITING BY

HOFFMAN ENCLOSURES INC. SIZE, LOCATION, AND ORIENTATION OF

FEATURES SHOWN FOR INFORMATION PURPOSES ONLY.

2.

1.

PROVIDE SPACER FRONT AND BACK BETWEEN RAIN HOOD AND ENCLOSURE TO KEEP VERMIN OUT.3.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

1077PS00E07

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

ENCLOSURE AND RAIN HOOD

DETAIL REFERENCE

31 36

NA

XXXX

PS E07

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1077

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

ENCLOSURE AND RAIN HOOD

DETAIL REFERENCE

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E08

1078PS00E08

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

INTRINSICALLY SAFE

EXAMPLE

32 36

NA

XXXX

PS E08

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1078

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

INTRINSICALLY SAFE EXAMPLE

SST STRAPS AND

ANCHORS, 3 FT MAX

SPACING

1'-9"

2'-6"

STILLING WELL,

6" SCH 40 PVC

PIPE & FITTINGS

22.5° ELBOW

PUMP

RAILS

ELEV XXX.XX

BOTTOM OF PIPE

ELEV 1- BELOW

6 "CLR

PUMPS OFF XXX.XX

LEVEL

TRANSDUCER

DRILL

1

2

" HOLES ON

OPPOSITE SIDES AT 6" OC

FROM TOP TO BOTTOM

CONC FILL

(BEYOND)

CONC FILL

SEE NOTE 3

PUMP OFF

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

9/10/19

ANV 06/10/03

PS E09

1079PS00E09

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

MECHANICAL

DETAILS

33 36

NA

xxxx

PS E09

1 2/07 CAD DP MINOR REVISIONS

2 4/07 CAD DP MINOR REVISIONS

3 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-25-2018

CABLE TRENCH PHOTOS4

_

SCALE: NONE

LEVEL SENSOR

MOUNTING DETAIL6

SCALE: NONE

7

_

CABLE HANGER SECTION7

-

SCALE: NONE

STANDARD DRAWING NO. 1079

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

MECHANICAL DETAILS

ELECTRICAL

3/8" SST HOOK BOLT,

EPOXY ANCHORED

WITH 4" EMBED

SS KELLUM GRIP

CABLE

NOTES:

1. ALL HARDWARE GRADE 316 STAINLESS STEEL.

2. CABLE HANGER SHALL BE PROVIDED FOR

FLOATS, LEVEL SENSORS AND PUMPS. PROVIDE

A TOTAL OF 6 HANGERS.

3. INSTALL CABLE HANGER AS HIGH AS POSSIBLE

WITHOUT CONFLICTING WITH ACCESS HATCH.

2"

2"

FROM CABLE

TRAY

NOTES:

1. ALL BRACKETS AND MOUNTING HARDWARE

TO BE 316 STAINLESS STEEL.

2. PROVIDE WIRING METHODS SUITABLE FOR

AREA CLASSIFICATION.

3. TRANSITION CONCRETE FILL TO PROVIDE 6"

CLEARANCE FROM END OF STILLING WELL.

4. SEE ELECTRICAL DETAIL DWG PS10 NOTE 4

FOR CABLE TRENCH DETAIL.

7'-0"±

48"

5"

10"

SIDE VIEW DETAIL3

FRONT VIEW DETAIL1

CONNECTION DETAIL4a MOUNTING DETAIL4bPLAN VIEW DETAIL2

DISCONNECT AIR-GAP BOX2a

GENERAL NOTES:

RECEPTACLES AND MATCHING PLUGS FOR PUMP

CONTROL CABLES SHALL MATCH THE ACTUAL PUMP

PROVIDED CONTROL VOLTAGE.

A.

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/30/18

ANV 06/10/03

PS E10

1080PS00E10

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

DISCONNECT AIR-GAP

JUNCTION BOX DETAIL

34 36

NA

XXXX

PS E10

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

LAST UPDATE

07-30-2018

CONDUIT TRANSITION DETAIL4

STANDARD DRAWING NO. 1080

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

ELECTRICAL

DISCONNECT AIR-GAP JUNCTION BOX DETAIL

2CONCRETE PAD

NTS

4"

6"

MIN

THICKENED

EDGE OF SLAB

ALL AROUND

6"

1

1.5

6"

#5 CONT

MIN

MIN

#5@12" EW AT 2"

CLR FROM TOP SURFACE

3/4"

CHAMFER,

TYP

FINISH

GRADE

EQUIPMENT

6" MIN, TYP ON SIDES,

2" MIN. FRONT & BACK

UNLESS NOTED

OTHERWISE

ON PLANS

CONCRETE ANCHORS

MIN 1/2" DIA SST BY

EQPT MFR

.

.

.

.

.

.

.

.

.

.

.

.

.

.

WATERPROOF

FUSE HOLDER WITH

1-20A FUSES

GROUNDING LUG

(2) NUTS FOR

PLUMBING POLE

12"Wx24"Lx24"D

FIBERGLASS

HANDHOLE

6" GRAVEL

PROVIDE ANCHOR

BOLTS PER

MANUFACTURER'S

RECOMMENDATION

3/4" x 8'-0" GROUND

ROD

FOUNDATION TO

BEAR AGAINST

ORIGINAL SOIL OR

90% COMPACTED

BACKFILL OF

APPROVED TYPE

5 TIES @ 12"

4 #5 REBAR

1-1/2" STEEL

CONDUIT ELL -

INSULATED

BUSHING

3" GROUT FILL AFTER

PLUMBING

HANDHOLE

CONDUCTORS UP TO

LUMINAIRE

NOTE:

PRECAST BASE OF EQUAL SIZE

MAY BE SUBSTITUTED FOR

POURED IN PLACE BASE

SHOWN.

1.75Ø

3.50

1.05

LIGHT POLE

SEE E02 FOR POLE

HEIGHT

3TYPICAL LIGHT POLE BASE

NTS

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

ANV 06/10/03

PS E11

1081PS00E11

NA

SW / DP

JTO

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

DETAILS

35 36

NA

6076

PS E11

1 2/07 CAD DP MINOR REVISIONS

2 02/17 CG JT STANDARD DRAWINGS UPDATE

NOTE: THIS IS A SAMPLE CONDUIT SCHEDULE. PROVIDE PER SPECIFIC PROJECT.

KEYED NOTES:

PROVIDE SEAL-OFF FOR CLASS 1, DIV 2 AREA

1

PROVIDE JUNCTION BOX WITH 1/2" DRAIN HOLE IN

BOTTOM FOR CABLES TO FLOW ELEMENT MOUNTED

BELOW FLOW ELEMENT ELEVATION.

2

LAST UPDATE

07-25-2018

STANDARD DRAWING NO. 1081

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

DETAILS

CONDUIT SCHEDULE

TAG NO.

CONDUIT CONDUCTORS

COMMENTS

FROM TO SIZE DESCRIPTION FROM TO

C/P-GEN ENCLOSURE 02 GENERATOR 1" 6# 10, 1# 10G LOAD CENTER CKTS

10, 12, 14

APPROPRIATE DEVICE SEE LOAD CENTER SCHEDULE ON SHEET

7 FOR CIRCUIT DESCRIPTIONS

2# 12 ATS GENERATOR CONTROL

PANEL

FOR GENERATOR START CONTROL

2# 12 WIREWAY GENERATOR CONTROL

PANEL

FOR GENERATOR RUNNING

MONITORING- CONDUCTORS SHALL BE

ROUTED TO AUTO DIALER VIA CONDUIT

C-PSCP

C-FLOATS ENCLOSURE 01 DISCONNECT AIR

GAP J-BOX

1" 4# 14, 1# 14G PSCP FLOAT SWITCH CABLES

RECEPTACLES

C-PSCP ENCLOSURE 01 ENCLOSURE 02 1" 2# 14, 1# 14G MISSIONS WIREWAY CONDUCTORS SHALL BE ROUTED TO

GENERATOR CONTROL PANEL VIA

CONDUIT C/P-GEN

C-PUMPS ENCLOSURE 01 DISCONNECT AIR

GAP J-BOX

1" 4# 14, 1# 14G PSCP MOTOR SENSOR CABLES

RECEPTACLES

C-VAULT ENCLOSURE 01 VALVE/METER

VAULT

1" 4# 14, 1# 14G PSCP FLOOD SWITCHES IN

VAULTS

SEE VAULT WIRING DIAGRAM, THIS

SHEET

P-ATS ENCLOSURE 01 ENCLOSURE 02 1-1/2" 3# 1, 1# 6G POWER DISTRIBUTION

BLOCK

ATS

P-BFP HEAT ENCLOSURE 02 BACKFLOW

PREVENTOR

1" 2# 12, 1# 12G LOAD CENTER CKT 13 HEAT TAPE SEE NOTE 3

P-ENCL

1

2

ENCLOSURE 01 ENCLOSURE 2 2" PULLSTRING N/A N/A SPARE

P-GEN ENCLOSURE 02 GENERATOR 1" 3# 4, 1# 8G ATS GENERATOR BREAKER

P-LC-1-7 ENCLOSURE 01 ENCLOSURE 2 1" 8# 10, 1# 10G LOAD CENTER CKTS

1,3, 5, 7

APPROPRIATE DEVICE SEE LOAD CENTER SCHEDULE ON SHEET

7 FOR CIRCUIT DESCRIPTION

P-LC-2-8 ENCLOSURE 01 ENCLOSURE 02 1" 8# 10, 1# 10G LOAD CENTER CKTS 2,

4 ,6, 8

APPROPRIATE DEVICE SEE LOAD CENTER SCHEDULE ON SHEET

7 FOR CIRCUIT DESCRIPTIONS

P-PGE METER/

ENCLOSURE 02

PGE SERVICE

TRANSFORMER

4" PULLSTRING METER PGE SERVICE

TRANSFORMER

PROVIDE PER PGE REQUIREMENTS AND

NOTE 1 ON SHEET 2

P-PUMP 1 ENCLOSURE 01 DISCONNECT AIR

GAPJ-BOX

1" 3# 12, 1# 12G PUMP 1 MOTOR

STARTER

PUMP 1 DISCONNECT

SWITCH

P-PUMP 2 ENCLOSURE 01 DISCONNECT AIR

GAP J-BOX

1" 3# 12, 1# 12G PUMP 2 MOTOR

STARTER

PUMP 2 DISCONNECT

SWITCH

P-TX BKR ENCLOSURE 01 ENCLOSURE 02 1" 2# 10, 1# 10G POWER DISTRIBUTION

BLOCK

TRANSFORMER PRIMARY

BREAKER

S-FLOW ENCLOSURE 01 VALVE/METER

VAULT

1-1/2" MSC & 1-TSP FLOW TRANSMITTER FLOW ELEMENT NO SPLICES VIA JUNCTION BOX

S-LEVEL ENCLOSURE 01 DISCONNECT AIR

GAP J-BOX

1" MSC LEVEL TRANSMITTER LEVEL ELEMENT NO SPLICES

CRP

5A

LC-9

MISSION RTU

RECPETACLE.

CURCUIT # 4

Hillsboro, Oregon 97123-9379

THIS BAR IS ONE INCH

WHEN DRAWING IS FULL

SCALE.

CHK:

APPD:

DRN:

DSN:

SCALE:

CAD FILE #:

ORIG

DATE:

DWG #:

DESCRIPTION

APPDDATEREV # DRN

2550 SW Hillsboro Hwy.

SHEET: OF:

PROJ NAME:

CWS

PLC #:

PROJ #:

SHEET TITLE:

DATE:

PLOT

ENGR STAMP:

DWG #:

7/25/18

CG 02/14/17

PS E12

1082PS00E12

NA

JT

JT

PUMP STATION

STANDARD

DRAWINGS

ELECTRICAL

MISSION RTU

INTERCONNECTION DIAGRAM

36 36

NA

XXXX

PS E12

LAST UPDATE

07-25-2018

MISSION RTU

+

+

-

+

-

-

+

PUMP 1 ON

-

+

PUMP 2 ON

1

1C

2

2C

-

+

PUMP 1 FAIL 3

3C

-

+

PUMP 2 FAIL 4

4C

-

+

GENERATOR ON 5

5C

-

+

GENERATOR FAIL 6

6C

-

+

WETWELL HIGH LEVEL 7

7C

-

+

OVERFLOW 8

8C

CR15

PUMP

STARTERS

GENERATOR

CONTROL

PANEL

+

-

PUMP 1 AMPS A1

-

0-200

+

+

-

PUMP 2 AMPS A2

-

0-200

+

+

-

WET WELL LEVEL A3

-

0-200

CR25

CR14

CR24

CR7

CR6

RTU

DIGITAL IN

RTU

ANALOG IN

CR12

CR22

STANDARD DRAWING NO. 1082

H-O-A

FROM PSCP

H-O-A

FROM PSCP

NOTE 1:

THE CONTACT (H-O-A) SHALL

OPEN WHEN H-O-A "A" SWITCH TO OFF POSITION

FULL SIZE DRAWING WILL BE PROVIDED IN AUTOCAD FORMAT BY

TREATMENT PLANT SERVICES AND SHALL BE USED BY DESIGN ENGINEER

IN PREPARING PUMP STATION CONSTRUCTION DRAWINGS.

SAMPLE DRAWING

ELECTRICAL

MISSION RTU-INTERCONNECTION DIAGRAM