1240LU25R0016 Attachment 3 Plans GAOA Sula Housing and District Water System BNF.pdf

VICINITY MAP

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

BITTERROOT NATIONAL FOREST

SULA RANGER STATION

RAVALLI COUNTY, MONTANA

WATER SYSTEM IMPROVEMENTS

NO. DESCRIPTION

SHEET INDEX

C-2 LEGEND, GENERAL NOTES, & ABBREVIATIONS

C-1 TITLE SHEET

C-4 SITE PLAN & SHEET INDEX

C-3 EXISTING CONDITIONS & DEMOLITION PLAN

DISTRICT RANGER

FOREST ENGINEER

DATE

DATE

BITTERROOT NATIONAL FOREST

SULA RANGER DISTRICT

FOREST SUPERVISOR

DATE

BITTERROOT NATIONAL FOREST

RECOMMENDED:

APPROVED:

KALISPELL

GLASGOW

GREAT FALLS

MISSOULA

HELENA

BILLINGS

HARDIN

BOZEMAN

LOCATION MAP

PROJECT

LOCATION

C-8

C-11 - C-12 CIVIL DETAILS

PUMP HOUSE LAYOUT

ENGINEERS

PLANNERS

SURVEYORS

2000 MAPLE STREET

MISSOULA, MONTANA 59808

N

SCALE IN FEET

0 150 300

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

DILLON

PUMP HOUSE

UNDERGROUND WATER

STORAGE TANK

C-5 - C-7 PLAN AND PROFILE SHEETS

E-1.0 SHEET INDEX

E-2.0 - E2.2 PHOTOS

E-3.0 SITE PLAN

E-4.0 PUMP HOUSE PLAN

E-5.0 DETAILS

E-5.1 DETAILS

FOR MDEQ REVIEW

C-9 PUMP HOUSE FOUNDATION & PROFILE

C-10 PUMP HOUSE ELEVATIONS

ENVIRONMENTAL ENG

DATE

NORTHERN REGION

DIRECTOR OF ENGINEERING

DATE

NORTHERN REGION

X X

UGP

UGT

EW 6''

ES

NG NG

EIRR

EW 1'' EW 1''

C.W. C.W.

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-GENERAL.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

LEGEND, GENERAL NOTES

& ABBREVIATIONS

General NotesLEGEND - EXISTING LEGEND - PROPOSED

ABBREVIATIONS

CF CUBIC FEET

C.I. CAST IRON

CO CONTRACTING OFFICER

CY CUBIC YARD

DIA/Ø DIAMETER

DR DIMENSION RATIO

ELEV ELEVATION

GS GALVANIZED STEEL

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

I.D. INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IPS IRON PIPE SIZE

KLWC KENAI LAKE WORK CENTER

LEO LAW ENFORCMENT OFFICER

LF LINEAR FEET

MDEQ MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY

MAX MAXIMUM

MIN MINIMUM

MJ MECHANICAL JOINT

NTS NOT TO SCALE

O.D. OUTER DIAMETER

O.S.H.A. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

PSI POUNDS PER SQUARE INCH

PT POINT

PVC POLYVINYL CHLORIDE

PWR POWER

SDR STANDARD DIMENSION RATIO

SET-AC SET-ALUMINUM CAP

SF SQUARE FEET

SSMH SANITARY SEWER MANHOLE

STA STATION

SWR SEWER

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TYP TYPICAL

WTR WATER

VERT VERTICAL

SECTION OR DETAIL IDENTIFICATION SYMBOLS

DETAIL NOTEA

NTS

DETAIL SHEET REFERENCE

A

C2.9

PLAN SHEET TO DETAIL SHEET REFERENCEXXXXXXX

FINISHED

GROUND ELEV.

TOP OF PIPE ELEV.

1+00

.5

.7

PROFILE VIEW ELEVATION BAND

(BOTTOM OF GRAPH)

C2.9

CONTOUR - MAJOR

CONTOUR - MINOR

EDGE OF ASPHALT

EDGE OF GRAVEL

EDGE OF BUILDING

EDGE OF CONCRETE

EDGE OF STREAM

FENCE

IRRIGATION LINE

UNDERGROUND POWER

UNDERGROUND TELEPHONE

6" WATER LINE

CONTROL WIRE

1" WATER LINE

SEWER LINE

NATURAL GAS

TREES

PROPANE TANK

WATER HYDRANT

POWER POLE

WATER VALVE

GRAVEL ROAD

ASPHALT ROAD

C.W. C.W.

2" WATER LINE

TRENCH AND DISTURBANCE LIMITS

EDGE OF BUILDING

W 2" 1. REGARDING THE DRY UTILITIES, THE FOLLOWING MAY BE CONTACTED DIRECTLY:

RAVALLI ELECTRIC CO-OP: BEN MILLER 406-491-3775

2. UTILITIES: UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NOT ALL UTILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE IMPACTED BY

THIS PROJECT.

3. SPECIFICATIONS: ALL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). ALL WATER CONTACT MATERIALS

SHALL MEET NSF-61 REQUIREMENTS.

4. EARTHWORK: EARTHWORK SHALL BE COMPLETED IN COMPLIANCE WITH SECTION 310000 OF THE PROJECT SPECIFICATIONS, TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT STRUCTURES SHALL BE COMPLETED IN COMPLIANCE WITH SECTION 312100 OF THE PROJECT SPECIFICATIONS. TOPSOIL SHALL BE

STRIPPED AND STOCKPILED SEPARATELY AND SHALL BE RE-SPREAD OVER DISTURBED AREAS.

5. PERMITS & FEES: ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION SHALL BE OBTAINED BY THE

CONTRACTOR.

6. FIELD ENGINEERING & CONSTRUCTION STAKING: THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION

STAKING.

7. EROSION CONTROL PLAN & STATE OF MONTANA SWPPP: CONTRACTOR TO FOLLOW ALL STATE AND LOCAL

REGULATIONS.

8. DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL

LOCAL, STATE AND FEDERAL REQUIREMENTS,OFF OF NATIONAL FOREST SYSTEMS LANDS.

9. EXISTING CONDITIONS AT THE SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE FIELD

VERIFIED BY THE CONTRACTOR.

10. LOCATION FOR STORAGE OF CONSTRUCTION MATERIALS / EQUIPMENT SHALL BE APPROVED BY CONTRACTING

OFFICER.

11. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING CONSTRUCTION. THIS SCHEDULE SHALL INCLUDE A DETAILED EXPLANATION OF HOW THE PROJECT

WILL BE COMPLETED AND A TRAFFIC CONTROL PLAN.

12. ALL DISTURBED LAND SHALL MATCH EXISTING GRADES AT PROJECT EXTENTS/TIE-IN POINTS AND SHALL BE SEEDED WHERE NECESSARY. SEEDING SHALL BE DONE IMMEDIATELY AFTER FINAL GRADING, PROVIDED THE BED HAS REMAINED IN GOOD CONDITION AND HAS NOT BECOME MUDDY OR COMPACTED. STABILIZE AND

MAINTAIN EXCAVATED AND FILL SLOPES UNTIL TURF/VEGETATION IS ESTABLISHED.

13. ALL PROPERTY PINS, BENCH MARKS, CONTROL POINTS, SECTION AND QUARTER CORNERS FOUND WITHIN THE CONSTRUCTION AREA ON THIS PROJECT SHALL BE PRESERVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THESE PINS AND MONUMENTS. IF ANY OF THE PINS OR MONUMENTS ARE DISTURBED, THE CONTRACTOR, SHALL HIRE A LICENSED SURVEYOR TO REPLACE THE PINS OR MONUMENTS, AT THEIR EXPENSE.

14. COMPACTION & MATERIALS TESTING: CONTRACTOR IS RESPONSIBLE FOR COMPACTION AND MATERIALS TESTING, AND SHALL FOLLOW SECTION 01400 FOR ANTICIPATED TESTING REQUIREMENTS. FOR COMPACTION REQUIREMENTS, FOLLOW SPECIFICATIONS SECTION 312100 SECTION 3.5C-2-e.

15. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE DUST CONTROL BY PROVIDING ALL EQUIPMENT

AND PERSONNEL FOR THE WORK.

16. COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO THE PROJECT TO SCHEDULE WORK THAT MAY AFFECT

ACCESS TO THEIR PROPERTIES.

17. WHEN SMALL HORIZONTAL AND VERTICAL DEFLECTIONS IN THE WATER MAIN ARE ENCOUNTERED, THE CONTRACTOR IS ALLOWED TO BEND THE PIPE PER THE MANUFACTURER'S RECOMMENDATION IN LIEU OF

INSTALLING A BEND/FITTING.

18. CAMP CREEK ROAD IS A RAVALLI COUNTY ROAD. CONTRACTOR SHALL COORDINATE WITH RAVALLI COUNTY ON

ALL WORK THAT IMPACTS CAMP CREEK ROAD.

C-2

E S

EW 6'' EW 6''

EW

6''

EW

6''

EW

EW

E W

E W

1.5''

O H

P

O

HP

O

HP

O

HP

O

HP

O

HP

ES

AW

IR

R

EI

P E

C.W

C.W

C.W

C.W

C.W

C.W

C.

W

C.

W

C.

W

C.

W

C.

W

C.

W

C.

W

C.W.

UGT

UGT

UGT

U G

UGT

U

T

T U

G T

UGT

UGT

OHP

UGT

UGT

C .W

C .W

C .W

W

E W

E W

X

X

X

X

X

1.5'' E

W 1.5''

E W

1.5'' E

W 1.5''

E W

1.5'' E

W

.5

E W

.5

E

W

.5

E W

.5

E W

1.5'' E

W 1.5''

EW 1''

E W

E W

1.5'' E

W 1.5''

EW 1''

EW 1.5''

A

OHP

OHP

OHP OHP OHP

UG

T

U

EIRR

C.W.

UGT

U G

T

U G

T

U G

T

U G

T

UG

T

UGT

UGT

UGT

U

T

U G

T

U G

T

UG

T

UGT

UGT

U

G T

U

47454740

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-GENERAL.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-3

EXISTING CONDITIONS

& DEMOLITION PLAN

C-3

NOTES:

1. PROTECT IN PLACE ALL EXISTING UTILITIES

2. EXISTING WELL HEAD TO BE PROTECTED IN PLACE

DURING DEMOLITION OF EXISTING PUMP HOUSE

C

AM

P C R

EEK R

O

AD

EXISTING HERBICIDE

STORAGE TO REMAIN

EXISTING TREE

COOLER TO REMAIN

FOREST SERVICE

BUNKHOUSE

RESIDENCE #3

EXISTING WELL

PROTECT IN-PLACE

RESIDENCE #2

WHITE BUNK

HOUSE

RESIDENCE #4

EXISTING UNDERGROUND

WATER STORAGE TANK

PROTECT IN-PLACE

EXISTING IRRIGATION

STRUCTURES

PROTECT IN-PLACE

DEMO EXISTING

PUMP HOUSE

EXISTING 6" WATER LINE

PROTECT IN-PLACE

EXISTING COMMUNICATION LINE

PROTECT IN-PLACE

EXISTING WATER LINE

PROTECT IN-PLACE

N

SCALE IN FEET

0 100 200

CONTOUR INTERVAL = 5'

EXISTING GRAVEL

ACCESS ROAD TO

STORAGE TANKS

CLARK CAM

P ROAD

EW 6'' EW 6''

6''

EW

6''

EW

EW

E W

C.W

C.W

C.W

C.W

C.W

C.W

C.

W

C.

W

C.

W

C.

W

C.

W

C.

W

C.

W

C.W.

EW

EW

C .W

C .W

C .W

. E W

E W

E W

X

X

X

X

EW 1''

W

EW 1''

C.W.

47454740

W

W

W

W

10+41

0+00

1+

2+

3+

4+

5+

6+

7+

8+

9+

10+

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

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REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-GENERAL.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-4

SITE PLAN & SHEET INDEX

C-4

C

AM

P C R

EEK R

O

AD

SH

EE

T C

-5

S H

E E

T C

-6

EXISTING HERBICIDE

STORAGE TO REMAIN

EXISTING TREE

COOLER TO REMAIN

FOREST SERVICE

BUNKHOUSE

RESIDENCE #3

NEW PUMP HOUSE

EXISTING WELL

RESIDENCE #2

WHITE BUNK

HOUSE

RESIDENCE #4

EXISTING UNDERGROUND

WATER STORAGE TANK

EXISTING IRRIGATION

STRUCTURES

PROPOSED 2" WATER

LINE TO EXISTING TANK

N

SCALE IN FEET

0 100 200

CONTOUR INTERVAL = 5'

S H

E E

T C

-7

24'-0'' DISTURBANCE

LIMITS

3'-0'' TRENCH

EXCAVATION LIMITS

EXISTING 6" RETURN

LINE TO DISTRIBUTION

FLOOR DRAIN DAYLIGHT

E W

EW 6''

EW 6''

EW 6''

EW 6''

EW 6''

EW 6''

EW 6''

EW 6''

E W

E W

1''

O

EIRR

EIRR

EIRR

EIRR

EIRR

E

C.W.

C.W.

C.W.

C.W.

C.W.

C.W.

C.W.

C.W.

C.W.

C.W.

C .W

E

G

T

U G

T

U

UGT

UGT

U

EW

6''

E W

6''

UGP

UGP

E W

1.5''

EW 1.5''

EW 1.5''

AW AW

C .W

UGP

U

AW AW AW AW AW

AW

AW

AW

AW

W

W 2''

W 2''

W 2''

0+00

1+00

2+00

3+00

4+00

22.5° BEND

STA 3+03.83

90° BEND

STA 0+69.65

90° BEND

STA 0+13.27

SEWER CROSSING

STA 2+10.21

IRRIGATION CROSSING

STA 0+40.81

IRRIGATION CROSSING

STA 2+81.04

DRY UTILITY CROSSING

STA 3+18.71

0+00

.2

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.8

3+00

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.6

.8

.7

.4

.1

.4

.6

4+00

.1

.0

.1

.5

.0

.0

4+50

.4

.7

1.74%

11.59%

6.99%

37.31%

B

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DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 1 2:

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-WATER P&Ps.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-5

2" HDPE DR11 PIPE

EXISTING GROUND

C-5

PLAN & PROFILE

Sta 0+00 - 4+50

20'

10'

6' MIN COVER

PROFILE

PLAN

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 5'

(PLOT SIZE = 11" x 17")

N 3'-0" TRENCH

EXCAVATION

LIMITS

24'-0" DISTURBANCE

LIMITS

TIE INTO PROPOSED PUMP

HOUSE PIPING

SEE SHEET C-9

EXISTING 6"

WATER LINE

EXISTING

CONDUIT

ABANDONED

WATER LINE

GRAVEL SERVICE

ROAD

S H

E E

T C -6

S H

E E

T C -5

CAMP CREEK ROAD

WATER LINE

2" HDPE DR 11

FLOOR DRAIN DAYLIGHT WITH

MESH SCREEN

HERBICIDE STORAGE

18" MIN SEPARATION

EW 6''

EW 6''

EIRR

EIRR

EIRR

C.W.

C.W.

C.W. C.W.C.W.

EW 6'' EW 6'' EW 6'' EW 6''

AW AW AW

AW

AW

AW

AW

AW

W 2''

W 2'' W 2'' W 2''

4+00

5+00 6+00 7+00

11.25° BEND

STA 4+69.13

4+50

.4

.7

.5

.7

5+00

.9

.7

.6

.8

.5

.0

.0

.9

.5

.1

6+00

.8

.0

.1

.8

.2

.6

.8

.5

.6

.3

7+00

.1

.1

.7

3%

15.50%

39.35%

24.19% V

E R

T

IC

A L

D E

F L

E C

T

IO

N P

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M A

N U

F A

C T

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N

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E L

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.5

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 1 2:

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IN

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\D W

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5 S

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IO

N\

.01

3 P

LA

N

SH

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TS

-W

AT

ER

P

&P S.

DW

G;

(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-WATER P&Ps.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-6

PLAN & PROFILE

Sta 4+50 - 7+00

2" H

DPE DR11 PIPE

EXISTING GROUND

C-6

24'-0" DISTURBANCE

LIMITS

20'

10'

6' MIN COVER

PROFILE

PLANSCALE IN FEET

0 20 40

CONTOUR INTERVAL = 5'

(PLOT SIZE = 11" x 17")

N

3'-0" TRENCH

EXCAVATION

LIMITS

EXISTING 6"

WATER LINE

ABANDONED

WATER LINE

EXISTING CONDUIT

S H

E E

T C

-7 S

H E

E T

C -6

S H

E E

T C

-6

S H

E E

T C

-5

GRAVEL SERVICE

ROAD

WATER LINE

2" HDPE DR 11

C.W.

C.W.

C.W.EW 6'' EW 6'' EW 6'' EW 6'' EW 6''

EW 6''

AW

AW

AW

AW

AW

AW

AW

AW

AW

4680 4690

4700 4710 4720 4

W 2'' W 2'' W 2''

W 2''

+4

7+00 8+00 9+00

10+00

90° BEND

STA 10+35.01

22.5° BEND

STA 10+14.84

22.5° BEND

STA 9+96.58

11.25° BEND

STA 9+12.65

7+00

.1

.1

.0

.0

.7

.7

.5

.4

.3

.1

8+00

.2

.7

.0

.4

.6

.1

.1

.7

.4

.4

9+00

.7

.5

.6

.6

.9

.7

.1

.8

.8

.9

10+00

.1

.1

.5

.1

.6

.1

10+45

24.97%

20.50%

18.31%

B E

N D

S T

A

.0

E

L E

V

.8

V E

R T

IC

A

L D

E F

L E

C T

IO

N

P E

R M

A N

U F

A C

T U

R E

R R

E C

O M

M E

N D

A T

IO

N

S T

A

.7

E

L E

V

.4

V E

R T

IC

A

L D

E F

L E

C T

IO

N

P E

R M

A N

U F

A C

T U

R E

R R

E C

O M

M E

N D

A T

IO

N

S T

A

.8

E

L E

V

.5

.5

B

E N

D S

T A

.5

E

L E

V

.2

.5

B

E N

D S

T A

.8

E

L E

V

.8

.2

B E

N D

S T

A

.6

E

L E

V

.0

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 1 2:

L

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LA

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SH

EE

TS

-W

AT

ER

P

&P S.

DW

G;

(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 PLAN SHEETS-WATER P&Ps.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-7

PLAN & PROFILE

Sta 7+00 - 10+45

2" HDPE DR 11 PIPE

C-7

EXISTING 6"

WATER LINE

20'

10'

6' MIN COVER

PROFILE

PLAN

EXISTING GROUND

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 5'

(PLOT SIZE = 11" x 17")

N

3'-0" TRENCH

EXCAVATION

LIMITS

24'-0" DISTURBANCE

LIMITS

S H

E E

T C

-7 S

H E

E T

C -6

ABANDONED

WATER LINE

EXISTING CONDUIT

GRAVEL

SERVICE ROAD

EXISTING DRAIN

PROTECT IN-PLACE

WATER LINE

2" HDPE DR 11

TIE-IN TO EXISTING TANK

SEE DETAIL D/C-11

TIE-IN TO EXISTING TANK

SEE DETAIL D/C-11

WM P

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

L

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N\

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3 D

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AI

LS

.D W

G;

(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 DETAILS.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-8

PUMP HOUSE LAYOUT

8'-0"

8'-0"

DOOR

1'-6"

1'-0"

PROPOSED PUMP HOUSE COMPONENTS:

1. CHECK VALVE

2. PRESSURE GAUGE

3. AIR RELIEF VALVE

4. SMOOTH SAMPLE TAP

5. UNION

6. TEE

7. PRESSURE RELEASE VALVE

8. BALL VALVE

9. WATER METER

10. HOSE BIB

11. 90-DEGREE BEND

PUMP HOUSE PLAN

NTS

A

C-8

GENERAL PUMP HOUSE NOTES:

1. ALL PIPE INSIDE PUMP HOUSE SHALL BE 2" GALVANIZED IRON

UNLESS SHOWN OTHERWISE.

2. CONNECT NEW GALVANIZED IRON PIPE TO HDPE PIPE

STUBBED THROUGH FLOOR. CONTRACTOR SHALL VERIFY AND

PROVIDE REQUIRED FITTINGS FOR CONNECTION.

3. LOCATION & NUMBER OF PIPE HANGERS AND SUPPORTS

SHALL BE DETERMINED IN THE FIELD AND SHALL BE

APPROVED BY THE CO PRIOR TO INSTALLATION.

4. LOCATION & NUMBER OF UNIONS SHOWN ON THE DRAWINGS

ARE APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO

FACILITATE CONVENIENT REMOVAL OF VALVES AND

MECHANICAL EQUIPMENT.

5. REFER TO ELECTRICAL SHEETS FOR CONDUIT PENETRATIONS.

SEPARATE ROOM FOR FUTURE STORAGE OF

TREATMENT PROCEDURES

6'-0"

DOOR

2" HDPE DR 11

3'-0" 3'-0"

ELECTRICAL

PANEL

HEATER

ELECTRICAL

SERVICE

EXTEND 2-INCH GALVANIZED IRON PIPE FROM PRESSURE RELIEF VALVE

THROUGH HOLE IN PUMP HOUSE WALL. INSTALL 45° BEND AND 3-INCH

LONG PIPE TO THE END POINTING DOWNWARD, SCREENED. CAULK

ANNULAR SPACE BETWEEN PIPE AND BUILDING ON INTERIOR AND

EXTERIOR. COLOR OF EXTERIOR CAULK TO MATCH BUILDING; INTERIOR

CAULK TO BE WHITE

TO STORAGE TANK

FROM WELL

FLOOR DRAIN

SEE DETAIL C/C-11

FLOOR DRAIN

SEE DETAIL

C-11

SCHEDULE 40 PVC

FLOOR DRAIN PIPE

-2% MIN. SLOPE

SCHEDULE 40 PVC FLOOR

DRAIN PIPE TO DAYLIGHT

-2% MIN. SLOPE

SEE SHEET C-5

2'-0"

3'-0"

3'-0"

3'-0"

2'-3"

WALL VENTS, TYP.

2'-0"

1'-6"

1'-0"

CONNECT TO PIPE

FROM EXISTING WELL

SEE PUMPHOUSE PLAN

DETAIL

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

L

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3 D

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AI

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 DETAILS.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-9

PUMP HOUSE

FOUNDATION & PROFILE

1'

TYPICAL

PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE SHALL BE

PROVIDED. SUB-BASE SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF 34"

MINUS CRUSHED ROCK COMPACTED TO 95% OF OPTIMUM DENSITY IN

ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF SUB-BASE SHALL BE

UNIFORMLY LEVEL, NOT VARYING MORE THAT 12" FROM A TRUE HORIZONTAL PLANE.

REFER TO BUILDING HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING

BUILDING PLACEMENT.

NOTES:

1. THIS FACTORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX TYPE

STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING

WALLS TO A PREPARED GRANULAR SUB-BASE WHICH DISSIPATES VERTICAL LOADS UNIFORMLY

TO THE NATIVE SUBGRADE AND ALSO ACTS AS A FROST BARRIER. DUE TO THE INHERENT

STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE

UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING.

2. LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE

WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL

AND GRAVEL SUB-BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON

LOADS DETERMINED IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE USING

THE FOLLOWING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED

REQUIREMENTS FOR THIS INSTALLATION:

2.1. SPECTRAL ACCELERATIONS: SS = 3.41 & S1 = 1.59.

2.2. BEARING WALL SYSTEM WITH CONCRETE SHEAR WALLS, R = 5.5 & OMEGA0 = 2.5.

2.3. SITE CLASS D

2.4. SEISMIC USE GROUP = I

2.5. 20% OF THE 250 PSF SNOW LOAD IS INCLUDED TO DETERMINE SEISMIC LOADS

2.6. SOIL/CONCRETE FRICTION FACTOR = 0.35

3. THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB-BASE WILL

BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED

ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER, TYPICAL FOR OTHER

TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING.

1'

MIN.

TYP.

1'

MIN. TYP.

THIS DETAIL IS BASED ON DRAWINGS FROM CXT CONCRETE BUILDINGS (AN LB FOSTER COMPANY) WWW.CXTINC.COM

PUMPHOUSE FOUNDATION DETAILA

C-9

FFE: 4538.0'

A

C-8

FOUNDATION PIPE

PENETRATIONS

2" HDPE PIPE FROM

EXISTING WELL

2" TRANSITION

FROM HDPE TO

GALVANIZED IRON

2" HDPE PIPE TO

TANK

BACKFILL AGAINST STRUCTURE

PER SECTION 31 20 11, 3.8 IN THE

PROJECT SPECIFICATIONS

NTS

PUMPHOUSE SEE

SHEET C-10

SUB BASE THICKNESS

VARIES, 6" MINIMUM

REFERENCE SPECIFIC FLOOR

PLAN FOR REQUIRED PAD SIZE

2" TRANSITION

FROM HDPE TO

GALVANIZED IRON

NATIVE SUBGRADE

(1500 PSF MIN)

PREPARED SUB-BASE

NTS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

L

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 DETAILS.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-10

PUMP HOUSE

ELEVATIONS

SIMULATED CEDAR

SHAKE ROOF

SIMULATED CEDAR

SHAKE ROOF

LAP SIDING TEXTURE PAINTED WHITE

(TYPICAL OF ALL EXTERIOR WALLS)

*ELEVATION DETAILS ARE APPROXIMATE FOR THIS CUSTOM SIZED PRECAST

CONCRETE PRODUCT

MS-2 MANUAL VENT

(TYPICAL OF ALL VENTS)

9'-0"

16'

14'6" 5"

8' 5"

8'

10'-2"

8'-0"6'-0"

1" PIPE FROM PRESSURE

RELEASE VALVE

ELECTRICAL SERVICE CONDUIT

SPRING HINGE 4.5 X 4.5

3068 DOOR GALV DB ASSEMBLY

OR APPROVED EQUAL.

6'-8"

MS-6 WINDOWS

TYP 2 PLCS

6'-4"

NTS

LEFT END ELEVATIONA

C-10

FRONT ELEVATIONB

C-10

NTS

RIGHT END ELEVATIONC

C-10

NTS

BACK ELEVATIOND

C-10

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

L

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 DETAILS.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-11

4"

CIVIL DETAILS

1. NATIVE MATERIAL WILL BE USED FOR BEDDING ONLY WITH THE APPROVAL OF

CONTRACTING OFFICER.

2. ALL TRENCHING ACTIVITIES TO BE CONDUCTED IN ACCORDANCE WITH O.S.H.A.

CONSTRUCTION STANDARDS FOR EXCAVATIONS, SECTION 1926, SUBPART P.

3. EXCESS MATERIAL FROM TRENCH EXCAVATION CAN BE USED FOR EMBANKMENT.

4. ELECTRICAL TRENCHING AND BEDDING DETAIL (JOINT USE) SEE SHEET E5.0

TRENCH WIDTH=O.D. OF PIPE PLUS 2'

MIN. TRENCH WIDTH = 3'

TYPE 2 PIPE BEDDING

WHERE REQUIRED FOR

SOFT OR UNSTABLE

FOUNDATION, 6" LAYER

NOTES :

INSTALL WARNING

TAPE 18" MAX. DEPTH

SLOPING, BENCHING AND/OR

SUPPORT SYSTEMS IN THIS

AREA TO CONFORM TO O.S.H.A.

REGULATIONS.

* BACK SLOPE TO

CONFORM TO O.S.H.A.

REGULATIONS

TRENCH BACKFILL AS

SPECIFIED IN SPECIFICATION

SECTION 312100

GRAVEL OR GROUND

SURFACE

NTS

6"

RETURN LINE TO

DISTRIBUTION

3' MIN.

SEPARATION

EXISTING CONDUIT

TRACER WIRE

1' MIN.

NEW CONDUIT

FOR PUMP/FLOAT

CONTROLS

6' MIN.

COVER

TRENCH DETAILA

C-11

PROPOSED

WATER PIPE

NTS

TANK AREA PLANB

C-11

EXISTING 19' x 19'

UNDERGROUND CONCRETE

WATER STORAGE TANK

PROPOSED 2" HDPE

WATER LINE

EXISTING CONDUIT FOR

PUMP/FLOAT CONTROLS

EXISTING RETURN LINE TO

DISTRIBUTION

REPLACE 6" GATE VALVE

ON DISTRIBUTION LINE

SEE DETAIL E/C-12

CONNECT TO EXISTING TANK

SEE DETAIL D/C-11

TYPE I BEDDING

MATERIAL PLACED IN 6"

LAYERS & COMPACTED

AS SPECIFIED

E E

CONDUIT FOR NEW

CONTROLS

NTS

FLOOR DRAIN DETAILC

C-11

14" DIA. BLOWOUT

FLOOR DRAIN - FIELD INSTALLED

GROUT - FIELD INSTALLED

5" FLOOR SLAB

1' MIN.

1' MIN.

PUMP ON

LOW WATER ALARM

HIGH WATER ALARM

PUMP OFF3"

2'

3"

1'

CORE DRILL THROUGH EXISTING

CONCRETE TANK. SEAL OPENING

AROUND PIPE. SEE DETAIL E-THIS

SHEET

NEW 2" GALVANIZED STEEL

SUPPLY LINE

NEW 2" SUPPLY LINE.

CONVERT FROM HDPE TO GS

WITHIN 10 FT OF 90° BEND

NTS

TANK CONNECTION DETAILD

C-11

NTS

TANK SEAL DETAILE

C-11

ELASTOMERIC SEAL, NSF

CERTIFIED FOR USE IN

POTABLE WATER

BOLT

PRESSURE PLATE

NEW 2" GALVANIZED

STEEL WATER

SUPPLY PIPE

4" DIAMETER HOLE, CORE

DRILLED IN WALL OF EXISTING

WATER STORAGE TANK

EXISTING CONCRETE TANK

2" RIGID BOARD INSULATION ABOVE

PIPE WITH LESS THAN 6' MIN. COVER

NEW CONDUIT FOR

BRANCH CIRCUIT

LINE

REPLACE 2" BALL VALVE

ON TANK DRAIN LINE

SEE DETAIL F/C-12

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

3 0 8:

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5 S

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(R-1)

REGION ONE

SULA RANGER

STATION WATER

SYSTEM

IMPROVEMENTS

BITTERROOT

NATIONAL FOREST

SULA

RANGER DISTRICT

Feb-22

7140.013 DETAILS.dwg

L.GRAEF

J. FIVECOATS

M. WHELEHON

7140.013

C-12

CIVIL DETAILS

PIPE SEGMENT

LENGTH "L"

L/2

PIPE SEGMENT

LENGTH "L"

L/2

6" MIN. SEWER

SERVICE

WATER LINE

SEWER LINE

18"

MIN.

WATER

LINE

WATER

LINE

18"

MIN.

WATER-SEWER PIPE SEPARATION DETAIL

NTS

WATER-SEWER SEPARATION NOTES:

1. SPECIFIC MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FT BETWEEN

WATER MAIN AND GRAVITY SEWER MAINS.

2. AT CROSSING ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SANITARY

SEWER MAIN AS POSSIBLE.

3. SPECIFIC MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVAL IS REQUIRED FOR A SEPARATION OF LESS THAN SHOWN

BETWEEN WATER MAIN AND SANITARY SEWER.

4. "L" IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER.

5. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT MUST BE PROVIDED FOR THE SEWER TO MAINTAIN

LINE AND GRADE AND TO PREVENT DAMAGE TO THE WATER MAIN.

PARALLEL ARRANGEMENT

PERPENDICULAR ARRANGEMENT

C-12

B

3/4" MINUS AGGREGATE BASE COURSE,

6" COMPACTED DEPTH

(PLACED & COMPACTED PER THE

PROJECT SPECIFICATIONS)

COMPACTED TRENCH BACKFILL

ASPHALT CONCRETE PAVEMENT

(PLACED & COMPACTED PER THE

PROJECT SPECIFICATIONS)

ASPHALT PATCH SECTION DETAIL

ASPHALT PATCHING NOTES:

1. IF THE EXISTING ASPHALT SECTION DIFFERS FROM THE SECTION ABOVE, THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER.

2. SEE TRENCH DETAILS FOR ASPHALT REMOVAL GUIDELINES.

3"

6"

REPLACE EXISTING GRAVEL SURFACING

FROM STOCKPILE

(PLACED & COMPACTED PER THE

PROJECT SPECIFICATIONS)

COMPACTED TRENCH BACKFILL

GRAVEL PATCH SECTION DETAIL

GRAVEL PATCHING NOTES:

1. IF THE EXISTING GRAVEL SECTION DIFFERS FROM THE SECTION ABOVE, THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER.

MATCH EXISTING

NEW WELL TOP

FINISH GRADE

PITLESS ADAPTER

EXISTING WELL CASING

TO REMAIN

7'-6"

6'

NEW 2" HDPE DR11 TO

NEW PUMP HOUSE

SEALED

ELECTRICAL

CONDUIT

TOP OF WATER COLUMN

TOP OF STATIC HEAD

U-BOLT

NTS

WELL PITLESS ADAPTER DETAILD

C-12

NTS

C

C-12

NTS

A

C-12

18"

10"

8"

NTS

6" GATE VALVE DETAIL FOR DISTRIBUTION LINEE

C-12

' M

IN

IM

U M

C O

V E

R

2'-0" X 2'-0"

CONCRETE COLLAR

SLOPED AWAY FROM

CENTER @ 1.5% MIN.

REINFORCED WITH

WELDED WIRE MESH

WRAP VALVE BOX AND VALVE IN 6-MIL

PLASTIC TO PREVENT STEM FROM SILTING IN

6" ABOVE GROUND IN

NON-TRAFFIC AREAS AND

FLUSH WITH FINISH GROUND IN

TRAFFIC AREAS (TYP)

MECHANICAL JOINT

RESTRAINT

BEDDING MATERIAL

UNDISTURBED SOIL

FINISH GROUND

NEW 5" ADJUSTABLE C.I.

VALVE BOX SET PLUMB

AND CENTER OVER

VALVE OPERATING NUT

NEW 6" GATE VALVE

NEW C.I. VALVE BOX BELL

EXISTING PIPE

FROM TANK

TRACER WIRE PLACED INSIDE

SMALL DIAMETER PVC

CONDUIT EXTENDED TO TOP

AND INSIDE OF VALVE BOX.

USE 12 GAGE TRACER WIRE.

EXISTING PIPE

TO SERVICES

6" ABOVE FINISH GRADE IN

NON-TRAFFIC AREAS

MUELLER H-15156N ORISEAL, FORD

B-66 SERIES BALL VALVE, OR

APPROVED EQUAL

2" DRAIN LINE FROM

STORAGE TANK

MUELLER H-10302 1 1/2" ORISEAL, OR

APPROVED EQUAL, SET PLUM AND

CENTER OVER OPERATING VALVE

NTS

2" BALL VALVE DETAIL FOR DRAIN LINEF

C-12

FINISH GROUND

2" DRAIN LINE

DAYLIGHT

For MDEQ Review

022422

INDEX SHEET

M. FUSSELL

M. FUSSELL

E 1.0

Sheet 13 of 20

Feb-22

GENERAL PROJECT NOTES

A. COMPLY WITH PROVISIONS OF APPLICABLE CODES, PROVISIONS OF ADA AND

REQUIREMENTS FROM LOCAL AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF

CONFLICTING GUIDELINES BETWEEN MULTIPLE DIRECTIVES, THE MOST RESTRICTIVE

SHALL PREVAIL.

B. VERIFY DISTANCES, DIMENSIONS AND PRECISE LOCATIONS USING CIVIL ENGINEERING

DRAWINGS DRAWINGS. IN THE EVENT OF CONFLICT, INFORMATION PROVIDED ON THE

CIVIL ENGINEERING DRAWINGS SHALL PREVAIL.

C. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO COORDINATE PROJECT

REQUIREMENTS INVOLVING MORE THAN ONE TRADE, IS RESPONSIBLE TO COORDINATE

BETWEEN TRADES AND EQUIPMENT SUPPLIERS, IS RESPONSIBLE FOR PERFORMANCE OF

ELECTRICAL SUBCONTRACTORS TO VERIFY THAT EQUIPMENT DELIVERED TO THE

PROJECT SITE FOR INSTALLATION IS IN COMPLIANCE WITH PROJECT PLANS AND

SPECIFICATIONS, AND MUST VERIFY THAT SUCH EQUIPMENT WILL PROPERLY INTERFACE

WITH EQUIPMENT SPECIFIED BY OTHER TRADES FOR INSTALLATION AND USE ON THE

PROJECT.

FOR THE PURPOSE OF MEETING THOSE RESPONSIBILITIES, ELECTRICAL CONTRACTOR

1. SHALL REVIEW ALL SUBMITTALS FROM ELECTRICAL SUB CONTRACTORS;

2. SHALL VERIFY COMPLIANCE OF THOSE SUBMITTALS WITH PROJECT PLANS AND

SPECIFICATIONS; AND

3. SHALL VERIFY COORDINATION OF EQUIPMENT IDENTIFIED IN THOSE SUBMITTALS WITH

EQUIPMENT AND/OR WORK OF OTHER TRADES

BEFORE FORWARDING SUBMITTALS TO PROJECT ENGINEER FOR REVIEW. EVIDENCE OF

THE ELECTRICAL CONTRACTOR’S REVIEW AND VERIFICATION OF THE ABOVE

REQUIREMENTS SHALL BE PROVIDED WITH SUBMITTALS FORWARDED FOR REVIEW.

D. THE ELECTRICAL CONTRACTOR SHALL OBTAIN A COMPLETE DRAWING PACKAGE FOR

BOTH BIDDING AND CONSTRUCTION. ANYTHING LESS WILL PROVIDE INSUFFICIENT

INFORMATION FOR THE ELECTRICAL CONTRACTOR TO PROPERLY BID AND CONSTRUCT

THIS PROJECT.

E. ADDITONAL ELECTRICAL INFORMATION IS LOCATED IN THE PROJECT SPECIFICATIONS.

INDEX OF ELECTRICAL SHEETS

E1.0 INDEX (THIS SHEET)

E2.0 PHOTOS

E2.1 PHOTOS

E2.2 PHOTOS

E3.0 SITE PLAN

E4.0 PUMP HOUSE

E5.0 DETAILS

E5.1 DETAILS

LOAD CENTER 'A'

MAIN: 200 AMP MAIN LUGS SQUARE D OR GE LOAD CENTER OR EQUIVALENT

BUS: 200 AMPS MINIMUM

VOLTAGE120/240 SINGLE PHASE

LOAD SLOT # CKT. SERVICE AMPS BRKR WIRE USE PHS USE WIRE BRKR AMPS SERVICE CKT. SLOT # LOAD

78 1 A1 LIGHTS 20 QO #12 H,N,G 1 QO 20 SPARE INSTALL BREAKER 2

200 3 A3 RECEPTACLES 20 QO #12 H,N,G 2 QO 20 SPARE INSTALL BREAKER 4

375 5 A5 HEATER 20 QO #12 2H,G 1 QO 20 SPARE INSTALL BREAKER 6

375 7 HEATER 20 QO 2 QO 20 SPARE INSTALL BREAKER 8

1,000 9 A-9 WELL PUMP 20 QO #12 2H,G 1 QO 20 SPARE INSTALL BREAKER 10

1,000 11 WELL PUMP 20 QO 2 QO 20 SPARE INSTALL BREAKER 12

200 13 A13 TELEMETRY EQUIPMENT20 QO #12 H,N,G 1 QO 20 SPARE INSTALL BREAKER 14

50 15 A-15 ALARM 20 QO #12 H,N,G 2 QO 20 SPARE INSTALL BREAKER 16

100 17 A-17 CONTROL POWER 20 QO #12 H,N,G 1 QO 20 SPARE INSTALL BREAKER 18

19 2 QO 20 SPARE INSTALL BREAKER 20

21 1 QO 20 SPARE INSTALL BREAKER 22

23 2 QO 20 SPARE INSTALL BREAKER 24

25 1 QO 20 SPARE INSTALL BREAKER 26

27 2 QO 20 SPARE INSTALL BREAKER 28

29 1 QO 20 SPARE INSTALL BREAKER 30

NOTES:

1. 2H,N,G MEANS RUN TWO HOT, ONE NEUTRAL AND ONE GROUND CONDUCTOR

2. CONDUCTOR SIZING BASED ON COPPER THWN CONDUCTORS.

VA Ø AMPS

1,753 1 15 1,625 2 14

DISTANCES, DIMENSIONS AND PRECISE LOCATIONS USING CIVIL ENGINEERING

DRAWINGS. IN THE EVENT OF CONFLICT, INFORMATION PROVIDED ON THE

BITTERROOT

NATIONAL FOREST

PHOTOS

M. FUSSELL

M. FUSSELL

E 2.0

Sheet 14 of 20

Feb-22

PHOTO 1 EXISTING PUMP HOUSE

A NEW PUMP HOUSE WILL BE

BUILT DOWN THE HILL FROM

THIS EXISTING WELL HOUSE.

THE EXISTING WELL HOUSE WILL

BE DEMOLISHED.

THE EXISTING WELL IS LOCATED

IN THIS EXISTING WELL HOUSE.

THE ELECTRICAL CONTRACTOR

SHALL ASSIST IN THE

DEMOLITION AND RELOCATION

OF EXISTING ELECTRIAL

INFRASTRUCTURE IN THIS WELL

HOUSE.

THE WELL NEEDS TO BE KEPT IN

SERVICE UNTIL CUT OVER TO

THE NEW PUMP HOUSE.

PHOTO 4 EXISTING PUMP HOUSE SERVICE

COYOTE PUMP SAVER

MOTOR STARTER

240 VOLT LOAD CENTER

WORK

THE EXISTING WELL WILL BE OUTSIDE WHEN THE

EXISTING WELL HOUSE IS DEMOLISHED. THE

CONTRACTOR SHALL FURNISH AND INSTALL A NEW

BRANCH CIRCUIT TO THE WELL FROM NEW EQUIPMENT

INSTALLED IN THE NEW PUMP HOUSE.

NOTE IT MAY BE POSSIBLE TO KEEP THE WELL RUNNING

WITHOUT ON OFF CONTROLS UNTIL THE INSTALLATION OF

THE NEW CONTROLS IN THE NEW PUMP HOUSE SINCE THE

WELL PRODUCTION IS ONLY 4 GPM.

THERE IS A CIRCUIT FROM THE EXISTING LOAD CENTER.

ONE IS 120 VOLTS TO THE TANK. RETAIN THIS CIRCUIT

AND MOVE THIS CIRCUIT TO THE NEW LOAD CENTER IN

THE NEW PUMP HOUSE. USE WATER PROOF SPLICES IN A

IN-THE- GROUND - JUNCTION BOX TO ACCOMPLISH THIS.

THE LOAD CENTER IS POWERED FROM AN ELECTRICAL

METER. SEE PHOTOS THIS SHEET. MOVE THE EXISTING

UNDERGROUND SERVICE FROM THE EXISTING LOAD

CENTER TO THE NEW PUMP HOUSE TO POWER THE NEW

PUMP HOUSE LOAD CENTER.

EXISTING RANGER STATION

EXISTING WELL HOUSE SERVICE

THE EXISTING SERVICE CONDUCTORS SIZE IS NOT KNOWN

FUSIBLE SWITCH RATED

120/240 SINGLE PHASE, 100

AMPS. THERE WERE 2 FUSES

INSIDE BUT THE SIZE ON THE

FUSE WAS NOT VISIBLE.

METER BASE

CONTAINED A 2

POLE 100 AMP

BREAKER FOR THE

SERVICE

DISCONNECT.

DEMOLISHED ELECTRICAL ITEMS SHALL BE DELIVERED TO THE PROJECT CO.

082521

PHOTOS

M. FUSSELL

M. FUSSELL

E 2.1

Sheet 15 of 20

Feb-22

PHOTO 1 APPROXIMATE ROUTE OF NEW WATER LINE/ TELEMETRY

EXISTING PUMP HOUSE UP

THE HILL FROM THE NEW

PUMP HOUSE

NOTE THAT THE TELEMETRY

CONDUCTORS FROM THE NEW

PUMPHOUSE TO THE EXISTING

WATER TANK SHALL BE

INSTALLED IN SCHEDULE 80

PVC CONDUIT ADJACENT TO

AND IN THE DITCH FOR THE

NEW WATER LINE.

NOT ALL OF THE ROUTE UP

THE HILL IS SHOWN IN THE

PHOTOS.

PHOTO 3 APPROXIMATE ROUTE OF NEW WATER LINE/ TELEMETRY

(TANK BEHIND PHOTOGRAPHER)

SEGMENT #1

SEGMENT #2

PHOTO 2 APPROXIMATE ROUTE OF NEW WATER LINE/ TELEMETRY

SEGMENT #3

PHOTO 4 EXISTING WATER TANK

THIS RISER PROVIDES

ACCESS TO THE TANK

LEVEL AND SHALL BE

USED FOR THE

TELEMETRY.

THIS RISER PROVIDES

ACCESS TO THE TANK

INSIDE VIA AN INTEGRAL

LADDER.

PHOTOS

M. FUSSELL

M. FUSSELL

E 2.2

Feb-22

Sheet 16 of 20

CONTRACTOR MAY REUSE

EXISTING PENETRATIONS

THROUGH THE CONCRETE

RISER

PHOTO 1 EXISTING WATER TANK

SAFETY OFF THE EXISTIING UF CONDUCTOR AND

TERMINATE THE CONDUCTOR IN A NEW WATER

RESISTANT BELL BOC SURFACE MOUNTED ON THE

RISER. IDENTIFY THE BREAKER SUPPLYING THIS

EXISTING CONDUCTOR. THIS CONDUCTOR CAN BE USED

AS A BACKUP

TANK ACCESS RISER

REMOVE AND DEMOLISH

EXISTING TELEMETRY

EQUIPMENT

MOUNT NEW TELEMTRY

EQUIPMENT IN NEMA 4X

ENCLOSURE ON AN INSIDE

WALL OR ON THE BACK ON

THE RISER FLOOR.

INSTALL THE PRESSURE

TRANSDUCER THROUGH

THIS EXISTING SLEEVE.

PHOTO 2 EXISTING RISER OUTSIDE VIEW

PHOTO 3 EXISTING RISER INSIDE FOR THE TELEMETRY

PHOTO 4 EXISTING RISER INSIDE FOR THE TELEMETRY, CLOSER VIEW

ADD A REMOVABLE CAP

ON THIS EXISTING SLEEVE

SINCE THE NEW POWER AND THE TELEMETRY CABLE

CONDUITS ARE IN THE SAME TRENCH AS THE NEW

WATER LINE, THE ENTRY POINT FOR THESE ITEMS

MIGHT BE BETTER THROUGH THE REAR OF THE

RISER. IF SO, CORE DRILL (NOT HAMMER DRILL)

THROUGH THE RISER CONCRETE.

PROTECT EXISTING POWER CONDUCTORS

SITE PLAN

M. FUSSELL

M. FUSSELL

E 3.0

Sheet 17 of 20

Feb-22

EXISTING HERBICIDE

STORAGE TO REMAIN

EXISTING TREE

COOLER TO REMAIN

FOREST SERVICE

BUNKHOUSE

RESIDENCE #3

NEW PUMP HOUSE

EXISTING WELL

RESIDENCE #2

WHITE BUNK

HOUSE

RESIDENCE #4

EXISTING UNDERGROUND

WATER STORAGE TANK

EXISTING IRRIGATION

STRUCTURES

PROPOSED 2" WATER

LINE TO EXISTING TANK

24'-0" DISTURBANCE

LIMITS

3 '-0'' TRENCH

EXCAVATION LIMITS

F LOOR DRAIN DAYLIGHT

CONTOUR INTERVAL = 5'

SHEET GENERAL NOTES

A. SEE THE PHOTOS FOR DETAILS

REGARDING THE ELECTRICAL SCOPE OF

WORK.

B. THE BRANCH CIRCUIT SHALL BE #12

UF WITH 2 HOTS, 1 NEUTRAL, 1 GROUND.

ALSO, INSTALL A SINGLE #12 THWN

CONDUCTOR AS A SPARE.

B. THE NEW 120/240 VOLT BRANCH

CIRCUIT SHALL BE INSTALLED NEAR TO

THE NEW WATER LINE.

THE TELEMETRY CONDUIT SHALL BE AT

LEAST 3 FEET FROM THE BRANCH

CIRCUIT CONDUIT TO REDUCE

INTERFERENCE.

SEVERAL PORTIONS OF THE ROUTE IS

STEEP (SEE PHOTOS). IF REQUIRED, THE

CONTRACTOR SHALL INSTALL GRIPS OR

OTHER MEANS TO REDUCE THE STRAIN

ON ALL OF THE BRANCH CIRCUIT WIRING.

APPROXIMATE LOCATION

OF THE EXISTING 200 AMP

SERVICE TO THE WELL.

PUMP HOUSE

M. FUSSELL

M. FUSSELL

E 4.0

Sheet 18 of 20

Feb-22

WM P

DOOR

DOOR

ELECTRICAL

PANEL

HEATER

FLOOR DRAIN

FLOOR DRAIN

FLOOR DRAIN

WALL VENTS, TYP.

A

S

SS

SEE CIVIL ENGINEERING DRAWINGS FOR DETAILS

AND DIMENSIONS INCLUDING THE BUILDING

PRE-FAB CONSTRUCTION

PUMP HOUSE ELECTRICAL PLAN

SCALE: 1 INCH = 2 FOOT AT PDF PRINTED AT 100%

0 1’ 2.0' 4.0' 6.0’

SHEET NOTES

1. LOCATE TELEMETRY EQUIPMENT ON THIS WALL.

2. FURNISH AND INSTALL A 200 AMP 240 VOLT, SINGLE PHASE NEMA 3R

BUILDING DISCONNECT AS THE SERVICE ENTRANCE DISCONNECT.

NOTE THAT THE SOURCE POWER IS VIA A FEEDER AND THUS THE

NEUTRAL AND GROUND CONDUCTORS ARE SEPARATED.

FURNISH AND INSTALL A 5/8 INCH BY 8 FOOT COPPER CLAD STEEL

GROUND ROD.

3. FURNISH AND INSTALL A 750 WATT 240 VOLT ELECTRIC HEATER HUNG

FROM THE CEILING. EQUIP WITH A THERMOSTAT.

4. FURNISH AND INSTALL THE LOAD CENTER ON THE WALL.

5. FURNISH AND INSTALL STROBE LIGHT WITH A PROVISION FOR A HORN

ON THE ROOF OF THE BUILDING TO ANNUNCIATE LOW WATER AND HIGH

WATER IN THE TANK.

6. LOCATE RECEPTACLES IN ACCORDANCE WITH THE CO.

7. USE SURFACE MOUNTED EMT FOR CIRCUITING

8. FIXTURE ‘A’ BELOW FITS IN A JBOX. NOTE THAT THERE ARE A LOT OF

VARIOUS DISK LIGHTS THAT WOULD BE OK FOR LIGHTING THE PUMP

HOUSE.

FROM WELL TO TANK

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 6,7

ELECTRICAL

SERVICE

GFI

GFI

A A

AA

082521

DETAILS

M. FUSSELL

M. FUSSELL

E 5.0

Sheet 19 of 20

Feb-22

NOTE 2

UNDISTURBED EARTH

WARNING TAPE

SCHEDULE 80 PVC CONDUIT

COMPACTED BACKFILL

BEDDING SAND

4 in.

4 in.

TRENCHING AND BEDDING DETAIL (JOINT USE)

NOT TO SCALE

UNDISTURBED EARTH4 in.

NOTES:

1. SINGLE CONDUIT SHOWN.

2. BURIAL DEPTH 24 INCHES MINIMUM.

3. IF MORE THAN ONE CONDUIT OR DIRECT BURY CABLES OF THE SAME

FACILITY IS INSTALLED IN A TRENCH, THE CONDUITS OR DIRECT BURY

CABLES SHALL BE SEPARATED BY 9 INCHES MINIMUM.

4. INSTALL CONDUITS 24 INCHES (UNLESS OTHERWISE NOTED) BELOW

FOOTING FOUNDATION OR PAVEMENT BASE FILL.

5. CONDUIT OR CONDUITS SHALL NOT BE LOCATED ANY CLOSER THAN

3 INCHES FROM TRENCH SIDE WALL.

12 in. min

OTHER FACILITIES WITH

WATER LINE

NOTE 2

WARNING TAPE

SCHEDULE 80 PVC

CONDUIT

COMPACTED

BACKFILL

BEDDING SAND

UNDISTURBED EARTH

4 in.

4 in.

TRENCHING AND BEDDING DETAIL

SINGLE ELECTRICAL CONDUIT

NOT TO SCALE

UNDISTURBED EARTH4 in.

NOTES:

1. SINGLE CONDUIT.

2. BURIAL DEPTH 24 INCHES MINIMUM

3. INSTALL CONDUITS 24 INCHES (UNLESS OTHERWISE NOTED) BELOW FOOTING FOUNDATION

OR PAVEMENT BASE FILL.

4. CONDUIT SHALL NOT BE LOCATED ANY CLOSER THAN 3 INCHES FROM TRENCH SIDE WALL.

TELEMETRY CABLE IN

SCHEDULE 80 PVC

CONDUIT

DETAILS

M. FUSSELL

M. FUSSELL

E 5.1

Sheet 20 of 20

Feb-22

TELEMETRY NOTES

A. THE BASIC SCOPE OF WORK IS TO INSTALL A

TELEMETRY SYSTEM TO MEASURE THE TANK

WATER LEVEL, TRANSMIT THE DEPTH LEVEL TO

THE WELL HOUSE; DISPLAY THE WATER DEPTH,

AND TURN ON THE WELL PUMP MOTOR FOR AN

ADJUSTABLE SET POINT.

B. THE BILL OF MATERIALS THIS SHEET HAS

BEEN USED IN ANOTHER LOCATION.

EQUIVALENT TELEMETRY SYSTEMS ARE

ACCEPTABLE.

C. THE WELL PUMP SHALL BE PROTECTED BY A

FRANKLIN PUMP TECH TYPE WELL MOTOR

PROTECTION DEVICE OR EQUIVALENT.

D. A HAND OFF AUTO SWITCH SHALL BE

INSTALLED TO PROVIDE AUTOMATIC ON/OFF

CONTROL OF THE PUMP MOTOR OR MANUAL

CONTROL OF THE PUMP MOTOR.

ADDED COMPONENTS

1.0. PUMPTECH PANEL

1.0 HAND OFF CONTROL SWITCH.

1.0 MOTOR RATED CONTACTOR AS REQUIRED