Attachment 03_Red River Wastewater Electronic Distribution_Solenoid Valve Drawings.pdf

MISSOULA

HAMILTON

WISDOM

WISE RIVER

ANACONDA

PHILIPSBURG

DRUMMOND

DEER LODGE

HELENA

POLSON

COUER d'ALENE

OROFINO

GRANGEVILLE

LEWISTON

RED RIVER RS

DATE

FOREST SUPERVISOR

NEZ PERCE-CLEARWATER NATIONAL FOREST

APPROVED:

RED RIVER DISTRICT RANGER

NEZ PERCE-CLEARWATER NATIONAL FOREST

RECOMMENDED:

FOREST ENGINEER

NEZ PERCE-CLEARWATER NATIONAL FOREST

REVIEWED:

DIRECTOR OF ENGINEERING

NORTHERN REGION

APPROVED:

DATE

DATE

DATE

DRAWING No. ----

REGION ONE

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

MT

INDEX TO SHEETS

No. DESCRIPTION

COVER

1 LEGEND AND ABBREVIATION

2 ESTIMATED QUANTITIES

3 WASTEWATER EXISTING SITE PLAN

4 WASTEWATER DEMOLITION PLAN

5 WASTEWATER ELECTRICAL SITE PLAN

6 WASTEWATER ELECTRICAL DETAILS

7 P&ID

8 WASTEWATER MECHANICAL DETAILS

ID

VICINITY MAP

SEC.3 & 4, T.27 N., R. 29 E.

CENTRAL IDAHO

SCALE: NO SCALE

SCALE: NO SCALE

U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE, REGION ONE

PROPOSED PLANS FOR:

RED RIVER WORK CENTER

WASTEWATER ELECTRIC DISTRIBUTION AND

SOLENOID VALVE PROJECT

NEZ PERCE-CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

IDAHO COUNTY, IDAHO

THIS

PROJECT

THIS

PROJECT

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3-14-2019

DEBORAH A. JOHNSTON

ENGINEER OF RECORD

Sheet: 1 of 8

Drawn By:MDH

Designed By:AJM

Drawing Checked:TBM

Design Checked:TBM

RED RIVER WORK CENTER

LEGEND AND ABBREVIATIONS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

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E2W

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E3W

E4W

E18W

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2.5EFM

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4 INCH SANITARY SEWER

6 INCH SANITARY SEWER

1 1/2 INCH FORCE MAIN

2 1/2 INCH FORCE MAIN

3/4 INCH WATER

1 INCH WATER

1 1/2 INCH WATER

2 INCH WATER

2 1/2 INCH WATER

3 INCH WATER

4 INCH WATER

18 INCH NON-POTABLE WATER

DITCH

TELEPHONE

CABLE TV

BURIED POWER

BURIED AIR LINE

SEWER LAGOON

EDGE OF ROAD

EDGE OF CONCRETE / SIDEWALK

RIVER

VEGETATION

BUILDING

MAJOR CONTOUR, 10' SPACING

MINOR CONTOUR, 2' SPACING

PROPOSED ELECTRICAL CONDUIT AND CONDUCTOR

REMOVE AND REPLACE ASPHALT

REMOVE AND REPLACE GRAVEL ROAD

REMOVE AND REPLACE CONCRETE SIDEWALK

REMOVE TREE

T

C

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CONTROL

ROCK BARRIER

WATER VALVE

FIRE STATION

FROST FREE HYDRANT

FIRE HYDRANT

WATER SERVICE

CLEAN OUT

UNKNOWN MANHOLE

SANITARY SEWER MANHOLE

SANITARY LIFT STATION

TELEPHONE

TELEPHONE SERVICE LOCATION

CABLE TV

CABLE TV SERVICE LOCATION

POWER

POWER SERVICE LOCATION

TREE

BARRIER POST

POWER POLE

SIGN

SHRUB

LIGHT POST

FLAG POLE

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ABS ABSOLUTE

CO CLEANOUT, CONTRACTING OFFICER

CONC CONCRETE

DI, DIP DUCTILE IRON PIPE

DIA DIAMETER

DWG DRAWING

EL, ELEV ELEVATION

EXST, EX EXISTING

FD FLOOR DRAIN

FLEX FLEXIBLE

FL FLANGED

FLG FLANGE

FM FORCE MAIN

FT FOOT, FEET

HP HORSEPOWER

IE, INV INVERT ELEVATION

LF LINEAR FEET

MIN MINIMUM

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OHP OVERHEAD POWER

P PUMP

PS PUMP STATION

S, SS SANITARY SEWER

SMH SANITARY SEWER MANHOLE

SST STANLESS STEEL

STA STATION

TYP TYPICAL

VFD VARIABLE FREQUENCY DRIVE

W WATER

WS WATER SURFACE

WWTF WASTEWATER TREATMENT FACILITY

X

GENERAL LEGEND

ABBREVIATIONS:

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PROJECT NAME: RED RIVER WORK CENTER

Bid Item Description Method of Measurement

101 LSQ

102 LSQ

103 LSQ

LSQ

105 AQ

106 AQ

C) 107 LSQ

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MOBILIZATION-DEMOBILIZATION, BON DI NG,

INSURANCE AND GENERAL REQUIRMENTS

CONSTRUCTION STAKING

DEMOLITION

EFFLUENT METER AND PIPING Not In Contract

EFFLUENT DISTRIBUTION VAULT PIPING

ELECTRICAL CONTROL WIRING

INSTRUMENTATION AND CONTROLS EFFLUENT

METER PIT FLEXIBLE COATING LSQ

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■I Morrison -Maierle engineers ■ surveyors ■ planners ■ scientists

1055 Mount Avenue Missoula, MT 59801 coPYRIGHTC> 2019

Phone: 406.542.8880 Fax: 406.542.4801 MoRR1s0N-MAERLE, 1Nc.

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REGIONONE

RED RIVER WORK CENTER

ESTIMATED QUANTITIES

------�-----�---------II

Designed By:AJM !Design Checked:TBM I Drawn By:MDH I Drawing Checked:TBM I Sheet: 2 of 8

*109 4 FOOT MANHOLE SEALING: Manholes line A and B

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1. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER (CO) A MINIMUM

OF 24 HOURS PRIOR TO BEGINNING ANY WORK.

2. THE LOCATIONS, DEPTHS AND SIZES OF EXISTING UTILITIES SHOWN ON THESE

DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE

EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE

TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOW.

3. CONTRACTOR SHALL MARK ALL EXISTING BURIED UTILITIES BEFORE DIGGING.

4. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE AT ALL

TIMES. IF UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY

REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE.

5. LOCATE AND PROTECT ALL SURVEY MONUMENTS, SECTION CORNERS, ¼

CORNERS AND PROPERTY CORNERS PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL REPLACE ANY MONUMENTS AND CORNERS THAT ARE

DISTURBED DURING CONSTRUCTION USING THE SERVICES OF A LICENSED

LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

6. MAINTAIN 18 INCHES MINIMUM VERTICAL SEPARATION BETWEEN ALL WATER

MAINS AND SEWER MAINS. MAINTAIN 10 FEET MINIMUM HORIZONTAL

SEPARATION BETWEEN ALL WATER MAINS AND SEWER MAINS. NOTIFY THE CO

OF ANY CONFLICTS WITH THIS REQUIREMENT.

7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO FINAL GRADE UPON

COMPLETION OF CONSTRUCTION. ANY VALVE BOXES OR STRUCTURES

DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE

REPAIRED AT THE EXPENSE OF THE CONTRACTOR. REPAIR WORK SHALL BE

INCIDENTAL TO THE PROJECT; SEPARATE PAYMENT WILL NOT BE MADE.

8.

9.

UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE

ALL SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO

CONSTRUCTION, AS DETERMINED BY THE CO. IN ROADWAY AREAS, SURFACE

RESTORATION SHALL BE PERFORMED FOR FORCE MAIN INSTALLATION.

UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RECLAIM

THE TEMPORARY ACCESS ROAD. ROAD SHALL BE REGRADED TO MATCH

ORIGINAL CONTOURS, TOPSOIL RETURNED TO ALL DISTURBED AREAS.

EXISTING DISTRIBUTION

VALVE VAULT - NORTH

EXISTING DISTRIBUTION

VALVE VAULT- SOUTH

EXIS

EFFLUENT ME

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RED RIVER WORK CENTER

WASTEWATER EXISTING SITE PLAN

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: 1055 Mount Avenue Missoula, MT 59801 00�""''°"'" Designed By:� Design Checked:M Sheet: 3 of 8 !;l SCALE IN FEET Phone:406.542.BBBO Fax:406.542.4801 ,o,,,,o,.,,.,ee,"c. REGION ONE

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HATCHERY

SUPPORT

BUILDING

DEMOLITION GENERAL NOTES:

@ CONTRACTOR SHALL SCHEDULE WORK SUCH THAT ONE ABSORPTION

DRAINFIELD REMAINS IN SERVICE AT ALL TIMES. CONTRACTOR SHALL

COMPLETE IMPROVEMENTS TO NORTH VAULT AND COMPLETE OPERAITONAL

TESTING PRIOR TO COMMENCING WORK ON SOUTH VAULT. OPERATION OF

EXISTING DRAIN FIELD VALVES SHALL BE UNDER THE DIRECTION OF THE C.0.

@ EXCAVATION EXTERIOR TO THE EXISTING VALVE VAULTS WILL BE NECESSARY

FOR CONNECTIONS AND TRANSITION OF MANIFOLD PIPING TO ABSORPTION

FIELD PIPING.

@ CONTRACTOR SHALL REMOVE EXISTING METER TRANSMITTER AND DIGITAL

OUTPUT/TOTALIZER FROM EXISTING LIFT STATION CONTROL PANEL.

DISTRIBUTION VALVE

VAULT - NORTH SEE W

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DISTRIBUTION VALVE

VAULT - SOUTH SEE ffi

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PRESERVE EXISTING 4" DI

PIPE AND FLANGE

■I Morrison -Maierle

NORTH DISTRIBUTION VAULT�

REMOVE & DISPOSE OF

EXISTING PVC PIPING &

VALVES

REMOVE & DISPOSE OF

EXISTING PVC PIPING &

jLVES

SOUTH DISTRIBUTION VAULT�

REMOVE & DISPOSE EXISTING 4"

PROPELLER METER

EX. METER VAULT DETAIL

NOT IN CONTRACT

RED RIVER WORK CENTER

WASTEWATER DEMOLITION PLAN

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A. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL

APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES AND

REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY

PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING

AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT,

WORKMANLIKE, FINISHED, AND SAFE MANNER, ACCORDING TO

THE LATEST PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION,

UNDER COMPETENT SUPERVISION.

B. THIS PROJECT CONSISTS OF NEW AREAS OF THE RED RIVER

RANGER STATION NEAR ELK CITY, ID. VISIT THE SITE PRIOR TO

BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND

ALL FACTORS/INCIDENTAL WORK WHICH MAY AFFECT THE

EXECUTION OF THIS WORK.

C. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY,

MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, U.L., OR

OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURERS

NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISH

STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE.

PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED DURING THE

SUBMITTAL PROCESS IN WRITING AND REVIEWED BY THE C.O.

PRIOR TO ORDERING THE EQUIPMENT.

D. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED

UNDER THIS DIVISION AGAINST DAMAGE BY OTHER TRADES,

WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT

FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE

REJECTED AS DEFECTIVE.

E. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS,

TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE

EQUIPMENT AND MATERIALS USED IN THE WORK DURING

CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST,

GRIT, AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL

ACCEPTANCE OF WORK. PRIME AND REPAINT ALL STRUCTURAL

SURFACES THAT HAVE BEEN DRILLED OR WELDED.

F. THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE

QUARTER BENDS (270 DEGREES TOTAL) BETWEEN PULL POINTS,

FOR EXAMPLE CONDUIT BODIES, JUNCTION BOXES (ABOVE GRADE

WIRING), OR HAND HOLES (UNDERGROUND WIRING.)

G. SEE ONE-LINE ON SHEET 6.

H. FROM EFFLUENT PUMP STATION TO VALVE CONTROL PANEL,

VCP-01, IS APPROXIMATELY 950 FEET.

SITE NOTES:

A. THE CONTRACTOR SHALL RESTORE ALL SURFACES TO LIKE OR

BETTER CONDITIONS THAN EXISTING. SEE SPECIFICATION 02475.

KEY NOTES:

(D EACH VAULT HAS FOUR ELECTRICALLY OPERATED

SOLENOID VALVES AND FLOW SWITCHES FOR ZONE 1, 2, 3,

AND 4. SEE SHEET 8 FOR DETAILS OF VAULT AND

ASSOCIATED WORK.

0 COORDINATE FINAL TRENCH ROUTING WITH OWNER

ON-SITE. OFFSET ELECTRICAL CONDUITS FROM EXISTING

EFM PIPING A MINIMUM OF 6 FEET.

ADD A RELAY AT EFFLUENT PUMP STATION CONTROL PA

@ PLACE A MINIMUM OF 3 FEET FROM ROAD.

@ PLACE A MINIMUM OF 3 FEET FROM PARKING LOT.

@ NEL

THAT WILL CALL VCP-01 TO OPERATE. CALL WILL MATCH

PUMP RUN FROM EXISTING CONTROL PANEL. SEE VALVE

SYSTEM RUN DETAIL ON SHEET 7.

X

DISTRIBUTION VALVE

VAULT-NORTH (D ffi W

8 8

NEW REMOTE CONTROL

PANEL, VCP-1

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STEP DOWN XFMR, TX-02

DISTRIBUTION VALVE ffi ffi

VAULT - SOUTH (D 8 8

HORIZONTAL SCALE

;:: 0 50 100

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POWER FROM EXISTING LAB LOAD PNL \

SEE ONE-LINE SHEET 6

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MOTE EFFLUENT SOLENOID VALVE _s

RM MOUNT ON EXTERIOR OF en\ _ .,.-BUILDING. SEE DETAILffi Cf'f'.

RED RIVER WORK CENTER

WASTEWATER ELECTRICAL SITE

PLAN

o I � � J � engineers ■ surveyors ■ planners ■ scientists

: 1055 Mount Avenue Missoula, MT 59801 00�""''°"'" Designed By:§19_ Design Checked:lli.M_ !;l SCALE IN FEET Phone:406.542.BBBO Fax:406.542.4801 ,o,,,,o,.,,.,ee_,,c. REGION ONE

Drawn By:MDH Drawing Checked:TBM Sheet: 5 of 8 ::;:-------------------------------------------------------------------------------------------liiiiiiiii _______________________ _

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Sheet: 6 of 8

Designed By:BCL

Drawing Checked:TBM

Design Checked:TBM

RED RIVER WORK CENTER

WASTEWATER ELECTRICAL DETAILS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

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1ɸ STEP-UP XFMR, NEMA 3R WALL

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EXST LAB LOAD PANEL.

PROVIDE NEW 20A, 2P

CIRCUIT BREAKER FOR DRAIN

FIELD POWER SUPPLY.

EXST SERVICE

DISCONNECT

UTILITY PWR

(2#12, 1#12 GND, 1" C)

NEMA 3R, 600V, 15A FUSED

GENERAL DUTY

DISCONNECT SWITCH

1.5 KVA, 480/240 VAC - 240/120 VAC,

1ɸ STEP-DOWN XFMR, NEMA 3R,

WALL MOUNT

VALVE CONTROL PANEL,

VCP-01; SEE DETAILS ON

SHEET 7

(2#8, 1#10 GND, 1.5" C), PROVIDE A

10A SERVICE FOR CONTROL PANEL

(3#12, 1#12 GND, 1" C)

(2#12, 1#12 GND, 3/4" C)

GROUND TO

BUILDING GROUND

(#12 GND, 3/4" C)

GROUND TO (1) 3/4" X 10'

COPPER CLAD GROUND

ROD FULLY DRIVEN.

ONE-LINE DIAGRAM

SCALE:

N.T.S.

EQUIPMENT MOUNTING DETAIL

VALVE FIELD

CONTROL PANEL,

CP-01

480V DISCONNECT SWITCH

CAP TOP OF RGS (TYP.)

480 - 240/120 V XFMR

4" RGS FENCE POST (TYP.)

UNISTRUT W/ HARDWARE

(TYP.)

12" Ø CONCRETE

FOOTING 3000 PSI MIN.

24"

M

I N

FINISH GRADE

WARNING TAPE

COMPACTED

TRENCH

BACKFILL

BACKFILL w/ TYPE 1 PIPE BEDDING A MIN.

OF 3" ABOVE & 3" BELOW CONDUIT/

CABLES; SAND IS THE PREFERRED

BEDDING MATERIAL IF AVAILABLE.

SEE DETAIL FOR CONDUIT AND

CONDUCTOR

NOTES:

1. LOW VOLTAGE CONDUIT IS BURIED MIN. 30" BFG.

2. SEPARATE CONTROLS AND POWER CONDUITS MIN.

12" HORIZONTALLY FROM EACH OTHER IN TRENCH.

SCALE:

N.T.S.

TRENCH DETAIL

SCALE:

N.T.S.

ELECTRIC HANDHOLE DETAIL

ANSI TIER 22, POLYMER CONCRETE HANDHOLE WITH

GASKETED, FLUSH SOLID COVER & PENTA-HEAD COVER BOLTS,

OLD CASTLE POLYMER 1324-12 OR EQUAL. MARK COVER WITH

"ELECTRIC" CONTRACTOR TO VERIFY EXACT SIZE FOR THE

HANDHOLE BOX PER N.E.C. BASED ON THE NUMBER OF

CONDUITS AND CONDUCTORS.

SCH 40 PVC

30" MIN. BURY

(ALL CONDUITS)

12"

12"

CRUSHED

GRAVEL

(TYP.)

CRUSHED GRAVEL

BELOW HANDHOLE

TYPE 6P JBOX

(2# 14, 3/4" C)

NORTH FIELD SOV AND

FLOW SWITCHES

TYPE 6P JBOX

(2# 14, 3/4" C)

SOUTH FIELD SOV AND

FLOW SWITCHES

(16# 14, 1" C)

12"

1.5" 1.5" 1.5"

A SP B

SCALE:

N.T.S.

TRENCH SECTION

A: (2 #8, 1 #10 GND, 1.5" SCH 40 PVC)

B: (10 #12, 1.5" SCH 40 PVC), SYSTEM RUN, REMOTE,

ALARM AND SPARES

SP: (SPARE 1.5" SCH 40 PVC)

120 VAC

DIGITAL

OUTPUT

R

120 VAC FROM

LAB BUILDING

J-BOX

N

VCP-01

R

IDEC SPDT, 120V, INTERPOSING RELAY, PLUG -IN

WITH INDICATION, OR EQUAL

COMBINATION RED STROBE AND HORN\

FEDERAL SIGNAL AV1-LED OR EQUAL

NOTES:

1. MOUNT RELAY, J-BOX AND ALARM STROBE/HORN TO THE EXTERIOR OF

EXISTING LAB BUILDING

SCALE:

N.T.S.

REMOTE VCP-01 ALARM DETAIL

Sheet: 7 of 8

Designed By:BCL

Drawing Checked:TBM

Design Checked:TBM

RED RIVER WORK CENTER

P&ID

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

N

V

T

E R

A

C A

D S

H E

E T

S W

A S

T E

W A

T E

R

W

W

E

L E

C T

R I C

T

A I L

S D

O

T T

A

A R

C

O N

K E

Y

O

N

M a r

EXISTING LIFT STATION

CONTROL PANEL, LCP-01

VALVE CONTROL PANEL, VCP-01

ALARM

STROBE

AND

HORN

FIT

TO SOUTH

DRAIN FIELD

ZONES

FE

S

S

S

S

V-55-S2

V-55-S3

V-55-S4

V-55-S1

FS-55-S4

FS-55-S3

FS-55-S2

FS-55-S1

TO NORTH

DRAIN FIELD

ZONES

S

S

S

S

V-55-N2

V-55-N3

V-55-N4

V-55-N1

FS-55-N4

FS-55-N3

FS-55-N2

FS-55-N1

N1

FS

N2

FS

N3

FS

N4

FS

ALARM

STROBE

AND

HORN

REMOTE

HS

NORTH SOUTH

YA

EXISTING DUPLEX LIFT STATION

EXISTING EFFLUENT

METER PIT

FE-55

LALL

LOW

LEVEL

LSL

OFF

LSH

ON

LAHH

HIGH

LEVEL

MN

PUMP

#1

MN

PUMP

#2

I

LSHH

LSH

LSL

LSLL

ZCO

VALVE

OPEN

55-N1

(4)

YN

SYSTEM

RUN

FAL

FLOW

ALARM

LOW

N1

(4)

GEN

ALARM

ZCO

VALVE

OPEN

55-S1

(4)

FAL

FLOW

ALARM

LOW

S1

(4)

S1

FS

S2

FS

S3

FS

S4

FS

NOTE:

A. USE EXISTING NORMALLY OPEN CONTACTS FROM PUMP CALL RELAYS

CR1 AND CR2 INSIDE LCP-01 TO ACTIVATE THE VCP-01 "SYSTEM RUN

INPUT". SEE DETAIL THIS SHEET. CR1 AND CR2 ARE DPDT RELAYS,

NOTIFY OWNER AND ENGINEER IMMEDIATELY IF ON-SITE EQUIPMENT IS

DIFFERENT THAN SHOWN AND CANNOT BE WIRED TO PROVIDE A SIGNAL

TO VCP-01.

B. SEE DETAIL FOR REMOTE ALARM WIRING

CR1

120 VAC

CR2

N

EXST LIFT STATION

CONTROL PANEL, LCP-01

VCP-01

"SYSTEM RUN"

PLC DI CARD

01 01 01 01

SEE NOTE A.

VALVE SYSTEM RUN DETAIL

SCALE: NONE

EX. 4" DR 17 HDPE

EFFLUENT LINE

EX. 4" DR 17 HDPE

EFFLUENT LINE

HS

SYSTEM

RESET

4" SPG X 3" NPT REDUCER (lYP. OF 4)

4" SPG 90° BEND (lYP. OF 2)

4" SPF TEE (lYP. OF 2)

4" NPTXSFG 90°

EX. HOPE X 4" NPT

TRANSITION COUPLER

HYDRAULICALLY OPERATED [Ji"] SOLENOID VALVE (lYP. OF 4) [][)

GROUT VOID

AS REQ'D

. "--- EXIST. 4" PVC

6'-0"

2" XPS RIDIG FOAM INSULATION .

ADHERE TO WALLS & CEILING

WITH CONSTRUCTION ADHESIVE

COMPATIBLE WITH CONCRETE &

POL YSlYRENE, PROVIDE

MECHANICAL FASTENERS FOR

CEILING SUSPENSION.

ELECTRICAL JUNCTION BOX, TYPE 6P RATED,

SEE ELEC. FOR BOX & SEAL OFFS

(LOCATE MINIMUM OF 4.5 FT ABOVE

VAULT FLOOR)

¾" LFMC (lYP of 8)

I �� I½" MINI FLOW SWITCH

ELEC. CONTROL CONDUIT

SEE ELECTRICAL PLAN

ELEC. SPLICE BOX

SEE ELEC. FOR BOX

&SEAL OFFS

4" HOPE TO PVC

TRANSITION COUPLING

(lYP. OF4)

GROUT AS REQ'D

a, z

NOTES:

� FTG. SCH 80 PVC

ALL PIPE SCH 80 PVC, UNLESS

NOTED ON PLANS

4" DR17 HOPE BEND AS

REQ'D FOR CONNECTION

TO EXISTING 4" PVC

(lYP. OF 4) 12 GA. SST. SOLID

CHANNEL STRUT

3" SCH 80 PVC

±1'-0"

4" PVC TO HOPE

FL CONNECTION

z

DRILL & EPOXY

½" MINI FLOW SWITCH (lYP. OF 4

) I �� I

3"J<½" NYLON COATED SADDLE

12 GA. SST. SOLID----+-----'

CHANNEL STRUT

3"X4" REDUCER SCH 80 PVC

z 0 I>'.

::1:

0 w g a.

ui z a.

(.) w w w w I w f- I>'. w 2:

I>'.

0 w I>'.

(.) a.

z fz

I>'.

en u..

en

SUPPORT STRUT

(lYP.)

12 GA. SST SOLID CHANNEL STRUT

(lYP.)

WITH STAINLESS STEEL STRAP

(lYP. OF4)

EXISTING 6' CONC. VAULT

SOLENOID VALVE DISTRIBUTION PIPING PLAN DETAIL CC\

SCALE: NTS 8

NOTES:

FLOW INDICATOR AND TANSMITTER I�; I

WITH DIGITAL OUTPUT, INCORPORATE

EXISTING METER

DISPLAY TO EXISTING LIFT STATION

CONTROL PANEL

EXISTING 4" DI

PIPING TO REMAIN

FROM EFFLUENT

LIFT STATION --------

Nc°ONTRACTOR SHALL COMPLETE SURFACE CLEANING

AND PREPARATION OF INTERIOR CONCRETE

SURFACES PER MANUFACTURER'S

RECOMMENDATIONS. SEE SECTION 09950 FOR

APPLICATION REQUIREMENTS.

TYPE 6P JBOX

LMFC,¾"

r-

MAGNETIC [IT]

FLOW METER[][)

13.5" 6.6"

20.1"

FL X PE DI SPOOL

L __ _ _J ----------- 5' -------------

I

I I I �

125 MIL FLEXIBLE \!Ji

LINING AND I

COATING SYSTEM I

I I I I

EXISTING 5 FT

DIAMETER

EFFLUENT METER

VAULT

I I I I

EXISTING 4" DI I

PIPING TO REMAIN

I I I

EXISTING MODULAR

LINK SEAL AND PIPE

GROUT TO REMAIN

7.5'

3"J<½" NYLON COATED SADDLE

WITH STAINLESS STEEL STRAP

SOLENOID VALVE DISTRIBUTION PIPING SECTION DETAIL

SCALE: NTS

TO ABSORPTION

DRAIN FIELDS

■I Morrison -Maierle

RED RIVER WORK CENTER

:ASTEWWATERMECHANic.ALDET ........ .,.

METER VAULT PIPING NOT INCULDED IN CONTRACT {D engineers• surveyors• planners• scientists

1055 Mount Avenue Missoula, MT 59801 00�"""'°"'" Designed By:� Design Checked:lli.M_ a, SCALE: N.T.S.

Phone: 406.542.8880 Fax: 406.542.4801 MoRR1s0N-MAERLE, 1Nc. REGION ONE 9 Drawn By:MDH Drawing Checked:TBM ::;!L. ______________________________________________________________ .__....., ______________________ _

Sheet: 8 of 8

12 GA. SST. SOLID

CHANNEL STRUT

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