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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:
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
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
Recommended