J.3_FishlakeWS.P1.Dwg.Final.04.24.2023.Signed.pdf

FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture Forest Service

1 15

THE WORK SHALL BE PERFORMED AT TWO PROJECT LOCATIONS:

MAPLE GROVE CAMPGROUND: THE PROJECT IS LOCATED ON THE FILLMORE DISTRICT OF THE FISHLAKE NATIONAL FOREST, MILLARD COUNTY, UTAH. GPS COORDINATES: 39.017276°, -112.089189°. IT IS LOCATED APPROXIMATELY 29 MILES BY ROAD NORTH OF RICHFIELD, UTAH. FROM INTERSTATE 70, THE PROJECT MAY BE

ACCESSED VIA UTAH ROAD 50 AND MAPLE GROVE ROAD.

FISH LAKE BASIN: THE PROJECT IS LOCATED ON THE FREMONT DISTRICT OF THE FISHLAKE NATIONAL FOREST, SEVIER COUNTY, UTAH. GPS COORDINATES: 38.531000°, -111.740957°. IT IS LOCATED APPROXIMATELY 42 MILES BY ROAD SOUTHEAST OF RICHFIELD, UTAH. FROM INTERSTATE 70, THE PROJECT MAY BE ACCESSED VIA UTAH

ROADS 119, 24 AND 25.

APPROVED:

DIRECTOR OR DEPT. DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

4/1 3/2

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UTAH

MILLARD AND SEVIER COUNTIES

R4 INTERMOUNTAIN REGION

FISHLAKE NATIONAL FOREST

FILLMORE AND FREMONT DISTRICTS

GAOA FISHLAKE CAMPGROUND

WATER SYSTEM DEFERRED MTNC

PHASE 1

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G1 COVER SHEET

2 G2 PROJECT DESCRIPTION AND SCHEDULE OF ITEMS

3 C1 MAPLE GROVE CAMPGROUND - SITE OVERVIEW

4 C2 MAPLE GROVE CAMPGROUND - TANK AND UTILITY BOX

5 C3 FISH LAKE BASIN - SITE OVERVIEW

6 C4 FISH LAKE BASIN - DOCTOR CREEK

7 C5 FISH LAKE BASIN - TWIN CREEKS

8 C6 FISH LAKE BASIN - MACKINAW CAMPGROUNDS

9 C7 FISH LAKE BASIN - BOWERY HAVEN

10 D1 MAPLE GROVE: UTILITY BOX AND TANK FLOAT VALVE DETAILS

11 D2 FISH LAKE BASIN: TYPE A - WATER METER REPLACEMENT

DETAILS

12 D3 FISH LAKE BASIN: TYPE C AMR SYSTEM - TWIN CREEKS UTILITY

BUILDING DETAIL

13 D4 FISH LAKE BASIN: TYPE C AMR SYSTEM - DOCTOR CREEK

UTILITY BUILDING DETAIL

14 D5 FISH LAKE BASIN: TYPE B - NEW WATER METER AND BOX WITH

AMR SYSTEM

15 D6 FISH LAKE BASIN: TRENCH DETAILS

PROJECT LOCATION

RICHFIELD, UT

PROJECT SITE

FISH LAKE BASIN

PROJECT SITE

MAPLE GROVE CAMPGROUND

Michael Elson

Scott Bingham

4/28/2023

5/2/2023

Solicitation No: 1240LT23R0048-J.3 Attachment

THIS PROJECT INCLUDES WORK AT TWO SITES:

THE WORK AT MAPLE GROVE CAMPGROUND INCLUDES:

1. INSTALLATION OF NEW EQUIPMENT AND PLUMBING IN AN EXISTING UTILITY BOX,

INCLUDING A CHLORINATOR AND SURGE TANK

2. INSTALLATION OF A NEW INLET VALVE ON AN EXISTING UNDERGROUND WATER

STORAGE TANK.

THE WORK AT FISH LAKE BASIN INCLUDES:

1. REMOVAL AND DISPOSAL OF EXISTING WATER METERS

2. INSTALLATION OF A NEW AUTOMATIC METER READING (AMR) SYSTEM, INCLUDING

WATER METERS, UTILITY BOXES, RELATED PLUMBING WORK AND RADIOS

3. FURNISHING A NEW HANDHELD RECEIVING UNIT

4. INSTALLING A NEW SECTION OF BURIED WATERLINE

PROJECT DESCRIPTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

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R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FILLMORE AND

FREMONT DISTRICTS

PROJECT DESCRIPTION

AND SCHEDULE OF ITEMS

D. WEWER

D. WEWER

R. ANDERSON

G2 2 15

SCHEDULE OF ITEMS

FINAL - 4/13/2023

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MAPLE GROVE LEGEND:

EXISTING WATERLINE

EXISTING DRAIN

EXISTING CURB VALVE AND BOX

EXISTING HYDRANT

EXISTING SPRING

EXISTING CHLORINATOR BOX

MAJOR CONTOUR AND ELEVATION (FEET)9310

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

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R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FILLMORE DISTRICT

MAPLE GROVE

CAMPGROUND

SITE OVERVIEW

D. WEWER

D. WEWER

R. ANDERSON

C1 3 15

SCALE IN FEET

60' 120'60'

SEE SHEET C2

NOTES:

1. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

2. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

GROUP SITE "A"

GROUP SITE "B"

GROUP SITE "C"

HOST SITE WITH SEPTIC

SYSTEM AND DRAINFIELD

VAULT TOILET

VAULT TOILET

VAULT TOILET

EXISTING UTILITY BOX

WITH HYDRAULIC RAMS

ELEV: 6530'

EXISTING PIPE DIAMETER CHANGES

FROM 3" PVC (TANK TO THIS POINT)

TO 1-1/2-INCH HDPE (TO FIRST

HYDRANT AND BEYOND)

EXISTING WATERLINE (TYP)

VAULT TOILET

EXISTING CAMPGROUND ROAD

FINAL - 4/13/2023

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SCALE IN FEET

10' 20'10'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

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E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FILLMORE DISTRICT

MAPLE GROVE

CAMPGROUND

TANK AND UTILITY BOX

D. WEWER

D. WEWER

R. ANDERSON

C2 4 15

EXISTING SPRING

DEVELOPMENT AND HEADBOX

ELEV: 6584'

EXISTING 2,000 GALLON CONCRETE

UNDERGROUND STORAGE TANK

GROUND ELEV: 6641'

OUTLET INVERT ELEV: APPROX. 6634'

SEE TANK INLET DETAIL ON THIS SHEET

MODIFY PLUMBING INSIDE OF

EXISTING 60-INCH DIA. CORRUGATED

METAL PIPE (CMP) UTILITY BOX

SEE DETAIL ON SHEET D1

ELEV: 6619'

ABANDONED SPRING DEVELOPMENT

(TYPICALLY DRY)

EXISTING CREEK

EXIS

TIN

G 3" P

VC

EXISTING 3" P

VC

EXISTING 1" P

VC (A

SSUMED)

FROM HYDRAULIC RAM

(SEE SHEET C1)

TO HYDRAULIC RAM

TO CAMPGROUND

DISTRIBUTION

SYSTEM

EXISTING 2" PVC

EXISTING 1" P

VC

TANK INLET DETAIL

CONNECT TO EXISTING 1-INCH THREADED INLET PIPE

AND INSTALL NEW 1/2-INCH NON-MODULATING FLOAT

VALVE AND FLOAT CONTROL, SEE DETAIL ON SHEET D1

CHLORINATOR BOX PLUMBING REMOVAL DETAIL

TO TANK INLET

FROM TANK OUTLET

TO DISTRIBUTION

SYSTEM

FROM HYDRAULIC

RAM PUMP

REMOVE PIPING TO THIS POINT

(MALE THREADS) ON DOWNSTREAM SIDE

REMOVE PIPING TO THIS POINT

(MALE THREADS) ON UPSTREAM SIDE

REMOVE PIPING CONNECTED

TO THIS POINT AND INSTALL

THREADED GSP CAP

REMOVE ALL PIPING, FITTINGS,

VALVES AND UNIONS WITHIN

DASHED LINES

EXISTING WATER METER AND

DISTRIBUTION PIPING TO REMAIN

EXISTING 60-INCH DIA. CORRUGATED

METAL PIPE (CMP) UTILITY BOX

TO REMAIN

EXISTING WATERLINE (TYP)

FLOW

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FLOW

FINAL - 4/13/2023

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LEGEND:

NEW WATERLINE

EXISTING WATERLINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE

EXISTING FENCE LINE

EXISTING DRAIN

EXISTING CURB VALVE AND BOX

EXISTING CAMPGROUND WATER HYDRANT

EXISTING UTILITY BOX WITH COMBINATION AIR VALVE

NEW TYPE A AMR WATER METER INSTALLATION

NEW TYPE B AMR WATER METER INSTALLATION

NEW TYPE C AMR WATER METER INSTALLATION

EXISTING SEWER MANHOLE

FISH LAKE

MAJOR CONTOUR AND ELEVATION (FEET)9310

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/2 4/2

:4

DR

AW

IN

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\C 3-

C6 .F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN

SITE OVERVIEW

D. WEWER

D. WEWER

R. ANDERSON

C3 5 15

SCALE IN FEET

800' 1600'800'

NOTES:

1. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

2. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

3. DEFINITIONS:

3.1. "AMR"" AUTOMATED METER READING

4. THERE ARE THREE TYPES OF NEW INSTALLATIONS TO BE PERFORMED - SEE TABLE ON THIS SHEET FOR LOCATIONS:

4.1. TYPE "A": REPLACE WATER METER WITH NEW AMR SYSTEM IN EXISTING UTILITY BOX

4.1.1. REMOVE EXISTING WATER METER

4.1.2. INSTALL NEW WATER METER

4.1.3. INSTALL NEW RADIO

4.1.4. MODIFY LID IF NECESSARY TO INSTALL NEW RADIO

4.1.5. EXISTING UTILITY BOX OR WATER METER BOX TO REMAIN

4.2. TYPE "B": INSTALL NEW WATER METER AND BOX WITH AMR SYSTEM

4.2.1. INSTALL NEW UTILITY BOX

4.2.2. INSTALL NEW WATER METER

4.2.3. INSTALL NEW RADIO

4.3. TYPE "C": INSTALL NEW AMR SYSTEM FOR EXISTING WATER METER IN UTILITY BUILDING

4.3.1. INSTALL NEW RADIO

4.3.2. ENSURE COMMUNICATION BETWEEN EXISTING WATER METER COMPUTER AND CHLORINATOR IS PRESERVED

5. FURNISH A HANDHELD RECEIVER TO COLLECT DATA FROM ALL WATER METERS

6. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND

APPROVED BY THE CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.

7. ELECTRO-FUSION FITTINGS AND EQUIPMENT MAY BE USED FOR JOINING HDPE WATERLINE WHERE BUTT-FUSION WELDING IS DIFFICULT OR NOT

POSSIBLE.

8. SEE SPECIFICATION 221103 FOR ADDITIONAL DETAILS AND INSTALLATION INSTRUCTIONS

SEE SHEET C4

SEE SHEET C5 SEE SHEET C6 SEE SHEET C7

DOCTOR CREEK

LODGE

SUMMER HOMES

CAMPGROUND

DAY USE AREA

DUMP STATION

TWIN CREEKS

FISH LAKE LODGE

GUARD STATION

DAY USE AREA

MARINA

BOWERY HAVEN

LODGE

MARINA

BOWERY CAMPGROUND

MACKINAW

CAMPGROUNDS

LITTLE MACKINAW

MACKINAW

MACKINAW EXTENSION

WATER METER TABLE

FISH LAKE

FISH LAKE

FINAL - 4/13/2023

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SCALE IN FEET

100' 200'100'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/2 4/2

:0

DR

AW

IN

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C6 .F

IS

HL

AK

E.

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R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN

DOCTOR CREEK

D. WEWER

D. WEWER

R. ANDERSON

C4 6 15

LAKESIDE RESORT

RV CAMPGROUND

WATER METER #2 - LAKESIDE RESORT

REMOVE EXISTING WATER METER AND

INSTALL NEW AMR WATER METER AND

RADIO IN EXISTING METER BOX

(EXISTING "TYPE 3" CONNECTION, SEE

SHEET D2, IN SERVICE YEAR-ROUND)

WATER METER #4 - EXISTING DOCTOR CREEK PUMP STATION:

INSTALL NEW AMR RADIO IN EXISTING BUILDING AT LOCATION

ACCEPTABLE TO CONTRACTING OFFICER

EXISTING WATER METER AND COMPUTER TO REMAIN

CONNECT TO EXISTING COMPUTER IN MANNER SUITABLE FOR

COMMUNICATION WITH AMR RADIO PER MANUFACTURER

SEE DETAIL ON SHEET D4

WATER METER #3 - DOCTOR CREEK CAMPGROUND

INSTALL NEW AMR WATER METER AND BOX WITH RADIO

SEE DETAIL ON SHEET D5

INSET DETAIL

SCALE IN FEET

20' 40'20'

SEE INSET ON THIS SHEET

EXISTING 4" HDPE

EXISTING 4" HDPE

EXISTING 6" HDPE

EXISTING 3" HDPE

EXISTING 4" HDPE

EXISTING 3" HDPE TO BE

ABANDONED IN PLACE (ZIG ZAG)

FROM STORAGE TANK

TO SUMMER HOMES

TO LAKESIDE RESORT

TO DOCTOR CREEK CAMPGROUND

EXISTING UTILITY BOX WITH AIR

RELEASE VALVE TO REMAIN

EXISTING CURB VALVE AND BOX TO

REMAIN (WATER SYSTEM UPSTREAM OF

THIS VALVE OPERATES YEAR-ROUND)

CONNECT TO EXISTING 3" HDPE

INSTALL NEW 3" HDPE, 30-INCH MIN. BURIAL

DEPTH, SLOPE TO DRAIN TOWARDS DRAINLINE

CONNECT TO EXISTING 4" HDPE WATERLINE

WITH 4"X4"X3" FUSION-WELD HDPE TEE

(VERIFY EXISTING LINE SIZE)SEVER LINE WITHIN 12 INCHES OF

TEE AND INSTALL FUSION-WELD CAP

WATER METER #20 - DOCTOR CREEK DUMP STATION

INSTALL NEW AMR WATER METER AND BOX WITH RADIO

SEE DETAIL ON SHEET D5

INSTALL NEW

3" DAYLIGHT DRAIN

INSTALL NEW 3" HDPE WATERLINE,

SLOPE MIN 1% TO DRAIN

INSTALL NEW 3" CURB VALVE AND BOX

INSTALL NEW 4" CURB VALVE AND BOX

CONNECT TO EXISTING 4" HDPE

SLOPE

SLOPE

SL

OPE

LAKESIDE RESORT

WATER METER #1 - DOCTOR CREEK SUMMER HOMES

REMOVE EXISTING WATER METER AND INSTALL NEW

AMR WATER METER AND RADIO IN EXISTING METER BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

IN SERVICE SEASONALLY)

FINAL - 4/13/2023

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SCALE IN FEET

100' 200'100'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:1

FI

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ST

EM

S.

\D

RA

W

IN

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C3

-C 6.F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN

TWIN CREEKS

D. WEWER

D. WEWER

R. ANDERSON

C5 7 15

FISH LAKE LODGE

AND MARINA

TWIN CREEK

DAY USE AREA

TWIN CREEK

GUARD STATION LITTLE

MACKINAW

CAMPGROUND

WATER METER #8 - FISH LAKE LODGE

REMOVE EXISTING WATER METER AND INSTALL NEW AMR

WATER METER AND RADIO IN EXISTING BELOW GROUND

UTILITY BOX

(EXISTING "TYPE 2" CONNECTION, SEE SHEET D2

SERVES FISH LAKE LODGE YEAR-ROUND)

WATER METER #6 - TWIN CREEK SUMMER HOMES

REMOVE EXISTING WATER METER AND INSTALL NEW AMR

WATER METER AND RADIO IN EXISTING METER BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

SERVES SUMMER HOMES SEASONALLY)

WATER METER #5 - EXISTING TWIN CREEKS UTILITY BUILDING:

INSTALL NEW AMR RADIO IN EXISTING BUILDING AT LOCATION

ACCEPTABLE TO CONTRACTING OFFICER

EXISTING WATER METER AND COMPUTER TO REMAIN

CONNECT TO EXISTING COMPUTER IN MANNER SUITABLE FOR

COMMUNICATION WITH AMR RADIO PER MANUFACTURER

SEE DETAIL ON SHEET D3

WATER METER #10 - TWIN CREEKS RAPID FILL STATION

REMOVE EXISTING WATER METER AND INSTALL NEW AMR

WATER METER AND RADIO IN EXISTING METER BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

SERVES FILL STATION SEASONALLY)

WATER METER #7 - TWIN CREEK GUARD STATION

INSTALL NEW AMR WATER METER AND BOX WITH RADIO

SEE DETAIL ON SHEET D5

WATER METER #9 - TWIN CREEKS DAY USE AREA

INSTALL NEW AMR WATER METER AND BOX WITH RADIO

SEE DETAIL ON SHEET D5

FISH LAKE

FINAL - 4/13/2023

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SCALE IN FEET

100' 200'100'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:1

FI

SH

LA

KE

W

AT

ER

SY

ST

EM

S.

\D

RA

W

IN

GS

C3

-C 6.F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN

MACKINAW

CAMPGROUNDS

D. WEWER

D. WEWER

R. ANDERSON

C6 8 15

MACKINAW CAMPGROUND

MACKINAW EXTENSION

CAMPGROUND

LITTLE

MACKINAW

CAMPGROUND

REMOVE EXISTING WATER METER AND INSTALL NEW

AMR WATER METER AND RADIO IN EXISTING METER BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

SERVES CAMPGROUND LATERALS SEASONALLY)

WATER METER #11 - LITTLE

MACKINAW CAMPGROUND

WATER METER #12 - MACKINAW

CAMPGROUND WEST

WATER METER #13 - MACKINAW

CAMPGROUND MIDDLE

WATER METER #14 - MACKINAW

CAMPGROUND EAST

WATER METER #15 - MACKINAW

EXTENSION CAMPGROUND

FISH LAKE

FINAL - 4/13/2023

MH WM

WM

WMS

H

H

H

H

H H

H

H

H

H

H

H

H

H

H

H

H

H

D

D

P

H

A

S S

S

S

S

S

S

S

S

W

W W W

W

W

W

W

D C

C

C

H

D

H

E

E

A

A

A

A

AR

SCALE IN FEET

100' 200'100'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:1

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ST

EM

S.

\D

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IN

GS

C3

-C 6.F

IS

HL

AK

E.

DW

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R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN

BOWERY HAVEN

D. WEWER

D. WEWER

R. ANDERSON

C7 9 15

BOWERY

CAMPGROUND BOWERY HAVEN

RESORT AND MARINA

REMOVE EXISTING WATER METER AND INSTALL NEW

AMR WATER METER AND RADIO IN EXISTING METER BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

SERVES CAMPGROUND LATERALS SEASONALLY)

REMOVE EXISTING WATER METER AND INSTALL NEW AMR WATER

METER AND RADIO IN EXISTING BELOW GROUND UTILITY BOX

(EXISTING "TYPE 1" CONNECTION, SEE SHEET D2

SERVES BOWER HAVEN RESORT SEASONALLY)

WATER METER #16 - BOWERY

CAMPGROUND WEST

WATER METER #17 - BOWERY

CAMPGROUND MIDDLE

WATER METER #18 - BOWERY

CAMPGROUND EAST

WATER METER #19 - BOWERY

HAVEN RESORT

FISH LAKE

FINAL - 4/13/2023

UTILITY BOX MODIFICATION NOTES

ALL PIPE AND FITTINGS SHALL BE GALVANIZED STEEL (GSP), UNLESS OTHERWISE NOTED.

1. 1" GSP

2. 1" BALL VALVE

3. 1" UNION

4. 1" WYE STRAINER WITH 20 MESH STAINLESS STEEL SCREEN, SEE GENERAL NOTE 4 BELOW.

5. 1" TEE (FACING UPWARD) WITH 1" BALL VALVE AND 2-GALLON PRESSURE/SURGE TANK (AMTROL WX-101 OR APPROVED

EQUAL). SEE GENERAL NOTES BELOW.

6. 1" CHECK VALVE. SEE GENERAL NOTES BELOW.

7. 60 MICRON FILTER

8. 1" X 1" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP

9. 1" TEE

10. 1" GLOBE VALVE

11. 1" 90-DEG ELBOW

12. WATER-POWERED CHLORINATOR, DOSATRON D14WL3000NBPAF OR APPROVED EQUAL.

13. 1" TEE (FACING UPWARD) WITH PRESSURE RELIEF VALVE (SET FOR 125 PSI)

14. PRESSURE GAUGE WITH 1/4" BALL VALVE

15. 3/4" HOSE BIB WITH VACUUM BREAKER AND 5 FEET OF 3/4" RUBBER HOSE

16. 5 GALLON CHLORINE SOLUTION CONTAINER, INSTALL AT LOCATION THAT BEST FITS IN BOX. DO NOT ALLOW CONTAINER

TO REST ON PLUMBING PIPE OR COMPONENTS. SUPPORT CONTAINER WITH UNISTRUT OR CONCRETE BLOCK. TANK SHALL BE DOUBLE-WALL OR INSTALLED ON A LEAK AND SPILL CONTAINMENT PLATFORM. SEE SPECIFICATION 221103.

17. 3/8" POLYETHYLENE CHLORINE INJECTION TUBE (CONNECT TO CHLORINATOR)

18. EYEWASH STATION. MOUNT TO WALL 4" BELOW TOP OF BOX.

19. INSTALL LADDER ACCORDING TO DETAIL ON THIS SHEET

20. EXISTING WATER METER TO REMAIN

21. NOT USED

22. NOT USED

23. EXISTING 1" GSP

24. 1" TEE (FACING UPWARD) WITH 1" BALL VALVE AND 1" AIR RELEASE VALVE

25. EXISTING UNIONS TO REMAIN

GENERAL NOTES

1. ADJUSTMENTS TO THE PIPING CONFIGURATION CAN BE MADE (INCLUDING ELEVATION CHANGES) AS LONG AS THE

ORDER OF COMPONENTS STAYS THE SAME AND ALL PIPING AND COMPONENTS ARE SLOPED TO DRAIN. ENSURE ALL

APPURTENANCES CAN BE ACCESSED FOR OPERATION/MAINTENANCE.

2. ALL PIPES AND PLUMBING APPURTENANCES SHALL BE SECURELY ATTACHED TO FLOOR OR WALLS OF UTILITY BUILDING.

USE PIPE SUPPORTS (UNISTRUT OR APPROVED EQUAL) AS NECESSARY TO PREVENT MOVEMENT OF PIPES DURING

NORMAL OPERATION.

3. SET CHLORINATOR TO DELIVER 4 PPM HYPOCHLORITE.

4. REMOVE PLUG IN BLOWOUT PART OF WYE STRAINER AND INSTALL NIPPLE AND HOSE BIBB SO THAT FLUSHED WATER

CAN BE DIVERTED OUTSIDE OF THE ENCLOSURE THROUGH A GARDEN HOSE.

5. FILL ANNULAR SPACE BETWEEN WATER PIPES AND EXISTING CMP BOX WITH "FOAM FILL" OR APPROVED EQUAL.

6. THE SURGE TANK AND CHECK VALVE ARE INTENDED TO MAINTAIN PRESSURE IN THE UPSTREAM LINE FOR PROPER

FLOAT VALVE FUNCTION (10 PSI MINIMUM NEEDED AT FLOAT VALVE).

7. ADJUST PRE-CHARGE PRESSURE OF SURGE TANK TO 20 PSI.

8. FOR REMOVAL OF EXISTING PLUMBING SEE DETAIL ON SHEET C2.

UTILITY BOX MODIFICATION DETAIL

NOT TO SCALE

STORAGE TANK FLOAT VALVE DETAIL

1/2-INCH NON-MODULATING FLOAT VALVE AND CONTROL FLOAT

LOW WATER LEVEL

EXISTING 1" GSP FROM

CHLORINATOR BOX

3"

EXISTING 1" GSP TANK INLET

(CONTRACTOR TO VERIFY SIZE)

1/2-INCH STAINLESS STEEL PIPE

\A1;1'-6"

\A1 ;3'-

6" \A

;1

'-8

\A 1;

4"\A1 ;7"\A1;3"

3/8" STAINLESS STEEL

BOLT WITH NUT AND

WASHER (TYP.)

{3" x 3" x "

ANGLE IRON

BRACKET

(4 REQUIRED)}

{" x 1" x 3'-6"}

STEEL BAR

1{}" x 1{}" x {}"{

ANGLE IRON STEPS}

3/16 CONT.

TYP.

LADDER DETAILS

EXISTING CMP UTILITY BOX

HAND EXCAVATE ON EXTERIOR OF BOX TO INSTALL NUT OR USE BLIND ANCHOR

ACCEPTABLE TO CONTRACTING OFFICER

M

25 20 25

FROM TANK TO DISTRIBUTION SYSTEM

TO TANK FROM HYDRAULIC

RAM PUMP23

123 3

23 23

2 6

CUT AND THREAD EXISTING

PIPE 4 INCHES FROM EDGE

OF BOX (TYP BOTH SIDES)

STORAGE TANK FLOAT VALVE NOTES

1. NON-MODULATING FLOAT VALVE INSTALLATION (SEE ALSO

DETAIL ON THIS SHEET):

1.1. INSTALL ALL COMPONENTS ACCORDING TO THE

SPECIFICATIONS.

1.2. INSTALL THE CONTROL FLOAT FOR THE NON-MODULATING

FLOAT VALVE INSIDE THE EXISTING STORAGE TANK ON THE

TANK INLET. SET FLOAT HIGH WATER LEVEL AT 2 INCHES

BELOW TANK OVERFLOW INVERT WITH 6-INCH WATER

LEVEL DIFFERENTIAL.

1.3. INSTALL 1/2-INCH MODEL NO. 124-01 NON-MODULATING

FLOAT VALVE WITH MODEL NO. CF1-C1 FLOAT CONTROL, AS

MANUFACTURED BY CAL-VAL COMPANY, OR AN APPROVED

EQUAL.

1.4. THE PIPE OUTLET EXTENSION BELOW THE LOW WATER

LEVEL IN THE TANK IS INTENDED TO HELP BUILD

BACK-PRESSURE AT THE VALVE. A MINIMUM OF 10 PSI IS

NEEDED FOR THE VALVE TO OPERATE. THE SURGE TANK IN

THE CHLORINATOR BOX IS ALSO INTENDED TO HELP

PROVIDE THIS BACK-PRESSURE WHEN THE TANK FLOAT

VALVE IS CLOSED AND THE PUMP IS NOT PUMPING.

\A1;1/2-INCH GSP 90-DEG ELBOW

\A1;1" X 1/2" GSP REDUCER

END OF INLET PIPE, SEE NOTES

\A1;1/2-INCH GLOBE VALVE

EXISTING 60-INCH DIA.

CORRUGATED METAL PIPE

(CMP) UTILITY BOX

M A

N W

A Y

T A

N K

W A

L L

\A1;1'-6"

\A ;1

\A

;1

\A

;1

\A1;3'-6"\A1;1'-8"

\A 1;

4"\A1;7"\A1;3"

3/8" STAINLESS STEEL

BOLT WITH NUT AND

WASHER (TYP.)

{3" x 3" x "

ANGLE IRON

BRACKET

(4 REQUIRED)}

{" x 1" x 3'-6"}

STEEL BAR

1{}" x 1{}" x {}"{

ANGLE IRON STEPS}

3/16 CONT.

TYP.

LADDER DETAILS

EXISTING CMP UTILITY BOX

HAND EXCAVATE ON EXTERIOR OF BOX TO INSTALL NUT OR USE BLIND ANCHOR

ACCEPTABLE TO CONTRACTING OFFICER

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:3

FI

SH

LA

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W

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SY

ST

EM

S.

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IN

GS

D1

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AP

LE

GR

OV

E.

CH

LO

RI

NA

TO

R.

TA

NK

VA

LV

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FILLMORE DISTRICT

MAPLE GROVE

UTILITY BOX AND TANK

FLOAT VALVE DETAILS

D. WEWER

D. WEWER

R. ANDERSON

D1 10 15

FINAL - 4/13/2023

NATURAL GROUND

G.S.P.

HDPE/GSP ADAPTER

3" DIA. ROD STOP

4"

3/4" DIA. x 56" LOCKING ROD (C)

11/32" DIA. HOLE

LOCKING

FOR PADLOCK

ROD STRAP

GSP/HDPE ADAPTER

G.S.P. HDPE

NATURAL GROUND

HDPE

WELDED TO CMP

EXISTING TYPE 1 CONNECTION GENERAL NOTES:

EXISTING PLUMBING APPURTENANCES

1. 4"(A) OR 3"(B&C) BALL VALVE

2. 4"(A) OR 3"(B&C) GALVANIZED UNION

3. 4"X2"(A) OR 3"X2"(B&C) REDUCER

4. 2" WATER METER

5. 60" (A&B) OR 48" (C) DIA. CORRUGATED METAL PIPE (GALVANIZED STEEL, 14 GA.)

6. 8" X 8" X 11" CONCRETE SUPPORT BLOCK

7. 2" DOUBLE-CHECK BACKFLOW PREVENTER (A&B ONLY)

8. WASHED GRAVEL

9. 2" X 2" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP (A&B ONLY)

10. 4"(A) OR 3"(B) BALL VALVE; NO VALVE FOR (C)

11. LADDER, SEE DETAIL ON SHEET D18 (B-TWIN CREEK SUMMER HOMES ONLY)

31 2 7

FLOW

FLOW FLOW

EXISTING TYPE 3

CONNECTION NOTES:

EXISTING PLUMBING APPURTENANCES

1. 2" BALL VALVE

2. 2" GALVANIZED UNION

3. 4" X 2" REDUCER

4. 2" WATER METER

5. 4" 90° GALVANIZED ELBOW

6. WASHED GRAVEL

7. WATER METER BOX LID

8. WATER METER BOX

9. 2" THICK X 35" DIA. STYOFOAM

INSULATION TO FIT TIGHTLY INSIDE OF

BOX

10. 2" 90° GALVANIZED ELBOW

11. 2" X 2" X 1" TEE WITH SMOOTH NOSED

SAMPLE TAP.

GROUND

FROM MAIN DISTRIBUTION LINE TO LAKESIDE

RESORT

FLOW

{EXISTING TYPE-3 CONNECTION

(LAKESIDE RESORT)

SIDE VIEW}

{NO SCALE}

NO SCALE

4" HDPE 4" GSP

HDPE/GSP

ADAPTER

4" HDPE4" GSP

HDPE/GSP

ADAPTER

102210

4" G

SP

4" G

SP

3/4" DIA. x 66" LOCKING ROD (A&B)

31 2 7 4 112

FLOW FLOW

EXISTING TYPE 2 CONNECTION NOTES:

EXISTING PLUMBING APPURTENANCES

1. 4" BALL VALVE

2. 4" GALVANIZED UNION

3. 4" X 2" REDUCER

4. 2" WATER METER

5. 6'-L X 4'-W X 6'-D PRECAST CONCRETE UTILITY BOX, WITHOUT BOTTOM, SEE DETAIL, SHEET D18.

6. CONCRETE SUPPORT BLOCK

7. 2" DOUBLE-CHECK BACKFLOW PREVENTER

8. WASHED GRAVEL

9. 6" X 4" HDPE REDUCER WITH 4" HDPE STUB

10. HDPE/GSP TRANSITION FITTING

11. 4" GLOBE VALVE

12. 2" X 2" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP

\A1;FLOW

NO SCALE

4" GSP6" HDPEFISHLAKE

LODGE

LATERAL

9 10 10 9

4" GSP 6" HDPE

TO FISHLAKE LODGEEXIST.

6" PVC

8 6

REPLACE EXISTING WATER METER

WITH NEW AMR METER

INSTALL NEW FITTINGS, FLANGES,

REDUCERS, ADAPTERS AND/OR UNIONS

AS NEEDED

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO

REMAIN

REPLACE EXISTING WATER METER WITH NEW AMR METER

INSTALL NEW FITTINGS, FLANGES, REDUCERS, ADAPTERS

AND/OR UNIONS AS NEEDED

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO REMAIN

{EXISTING TYPE-1 CONNECTION

(CAMPGROUND LATERALS AND SUMMER HOMES)

SIDE VIEW}

{NO SCALE}

NO SCALE

REPLACE EXISTING WATER METER WITH NEW AMR METER

INSTALL NEW FITTINGS, FLANGES, REDUCERS, ADAPTERS

AND/OR UNIONS AS NEEDED

EVERYTHING OUTSIDE OF DASHED LINES

IS EXISTING AND IS TO REMAIN

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO

REMAIN

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO REMAIN

DRILL 1-3/4" DIA. HOLE IN LID AND SEAL FOR RADIO INSTALLATION

PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

IF HOLE DOES NOT ALREADY EXIST, DRILL

1-3/4" DIA. HOLE IN LID AND SEAL FOR RADIO

INSTALLATION PER MANUFACTURER'S

WRITTEN INSTRUCTIONS; OR REPLACE WITH

LID WITH PRE-DRILLED HOLE.

NEW CONSTRUCTION NOTES:

1. EXISTING METERS ARE ANTICIPATED TO BE

APPROX. 17-INCH FLANGE-TO-FLANGE LENGTH.

SOME OF THE NEW METERS ARE EXPECTED TO

HAVE DIFFERENT LENGTHS. MODIFY EXISTING

PLUMBING TO PROPERLY INSTALL NEW METERS.

2. ENSURE THAT WIRING BETWEEN RADIO AND

METER IS LONG ENOUGH FOR LID TO BE REMOVED

AND FOR UNOBSTRUCTED MAINTENANCE ACCESS

TO THE METER.

EVERYTHING OUTSIDE OF DASHED

LINES ON THIS SHEET IS EXISTING

AND IS TO REMAIN EVERYTHING

OUTSIDE OF DASHED

LINES IS EXISTING

AND IS TO REMAIN

31 2 7 4 112

FLOW FLOW

EXISTING TYPE 2 CONNECTION NOTES:

EXISTING PLUMBING APPURTENANCES

1. 4" BALL VALVE

2. 4" GALVANIZED UNION

3. 4" X 2" REDUCER

4. 2" WATER METER

5. 6'-L X 4'-W X 6'-D PRECAST CONCRETE UTILITY BOX, WITHOUT BOTTOM, SEE DETAIL, SHEET D18.

6. CONCRETE SUPPORT BLOCK

7. 2" DOUBLE-CHECK BACKFLOW PREVENTER

8. WASHED GRAVEL

9. 6" X 4" HDPE REDUCER WITH 4" HDPE STUB

10. HDPE/GSP TRANSITION FITTING

11. 4" GLOBE VALVE

12. 2" X 2" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP

\A1;FLOW

NO SCALE

4" GSP6" HDPEFISHLAKE

LODGE

LATERAL

9 10 10 9

4" GSP 6" HDPE TO FISHLAKE LODGEEXIST. 6" PVC

8 6

REPLACE EXISTING WATER METER WITH NEW AMR METER

INSTALL NEW FITTINGS, FLANGES, REDUCERS, ADAPTERS

AND/OR UNIONS AS NEEDED

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO REMAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:3

FI

SH

LA

KE

W

AT

ER

SY

ST

EM

S.

\D

RA

W

IN

GS

D2

-D 4.F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN:

TYPE A

WATER METER

REPLACEMENT DETAILS

D. WEWER

D. WEWER

R. ANDERSON

D2 11 15

FINAL - 4/13/2023

30" REQ. 24" REQ.

A A

{EXISTING TWIN CREEKS UTILITY BUILDING

PLAN VIEW}

{NOT TO SCALE}

NOT TO SCALE

EXISTING TWIN CREEKS UTILITY BUILDING NOTES

EXISTING PIPE AND FITTINGS:

1. 6" X 3" X 3" HDPE TEE

2. HDPE/GSP TRANSITION FITTING

3. 3" HDPE PIPE

4. 3" GALVANIZED STEEL PIPE

5. 2" HDPE DRAINLINE

6. DAYLIGHT DRAIN (SEE DETAIL, SHEET D4)

7. 3" X 3" X 3" TEE, 3" X 1" REDUCER, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE INSTALLATION

DETAIL, SHEET D6.

8. 6" HDPE PIPE SLEEVE

9. 3" UNION

10. 3" X 3" X 1" TEE

11. 3" WYE STRAINER

12. 3" GALVANIZED STEEL PIPE

13. 3" BRONZE MOUNTING TEE (VERTICAL, FACING UP) WITH FLOW SENSOR AND FLOW COMPUTER

(CONNECT TO HYPOCHLORINATOR)

14. 3" X 3" X 1" TEE (VERTICAL, FACING DOWN) WITH HYPOCHLORINATOR INJECTION VALVE FITTING, SPECIAL INSTALLATION INSTRUCTIONS APPLY, SEE "INJECTION VALVE" DETAIL, SHEET D6.

CONNECT TO HYPOCHLORINATOR WITH 3/8" POLYETHYLENE TUBING

15. 3" X 3" X 1" TEE WITH 1" SMOOTH NOSED SAMPLE TAP

16. 3" 90° ELBOW

17. PRESSURE GAUGE WITH 1/4" BALL VALVE

18. 3/4" HOSE BIB WITH VACUUM BREAKER AND 10 FEET OF 3/4" RUBBER HOSE

19. 1" X 1" X 1" TEE

20. 3/8" POLYETHYLENE CHLORINE INJECTION TUBE (CONNECT TO HYPOCHLORINATOR)

21. HYPOCHLORINATOR

22. 50 GALLON CHLORINE SOLUTION CONTAINER

23. 3" BALL VALVE

24. 3" CURB VALVE AND BOX

25. 2" HDPE 90° ELBOW

26. 10'-6"L X 8'-0"W X 8'-0"H PRECAST CONCRETE UTILITY BUILDING, WITH INSULATION AND DOUBLE

DOORS

27. FLOOR DRAIN

28. 6" GRAVEL BASE

29. PANEL A (SEE SHEET E1, TYPICAL FOR ALL ELECTRICAL DEVICES 29-35)

30. ELECTRIC VALVE CONTROLS

31. DUPLEX GFCI RECEPTACLE

32. HEATER

33. SINGLE RECEPTACLE

34. LUMINAIRE, TYPE A

35. SWITCH

36. ELECTRIC ACTUATOR AND 3" BALL VALVE

37. GSP TO PVC TRANSITION

38. 3" SCH 80 PVC PIPE

39. 4" 90° ELBOW

40. 6" HDPE PIPE

41. 4" HDPE PIPE

42. 4" GALVANIZED STEEL PIPE

43. 4" X 3" REDUCER

1 2 2

3 4142

4" HDPE TO

STORAGE TANK

6" HDPE

FROM SPRING 9

126"

96"\A1;96"

24" (TYP.)

PAN

EL A

A

S

A

24" REQ.

38 38

INSTALL NEW AMR RADIO IN EXISTING BUILDING AT LOCATION ACCEPTABLE TO CONTRACTING OFFICER

EXISTING WATER METER AND COMPUTER TO REMAIN

CONNECT TO EXISTING COMPUTER IN MANNER SUITABLE FOR COMMUNICATION WITH AMR RADIO PER MANUFACTURER

SEE SPECIFICATION 221103

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO REMAIN

EXISTING FLOW METER TO REMAIN

CONNECTED TO CHLORINATOR

EVERYTHING

OUTSIDE OF DASHED

LINES IS EXISTING

AND IS TO REMAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:3

FI

SH

LA

KE

W

AT

ER

SY

ST

EM

S.

\D

RA

W

IN

GS

D2

-D 4.F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN:

TYPE C AMR SYSTEM

TWIN CREEK

UTILITY BUILDING DETAIL

D. WEWER

D. WEWER

R. ANDERSON

D3 12 15

FINAL - 4/13/2023

SET PIPE CENTERLINE AT 2' ABOVE FLOOR

EDGE OF 2" HIGH

CONCRETE

PLATFORM

43 39

30" REQ.

15" REQ.

\A1;15" REQ.

A

A

EXISTING DOCTOR CREEK

UTILITY BUILDING DETAIL

(BOOSTER PUMP STATION)

NOT TO SCALE

10 9 812

109 10

17 18 4 19

9 12 8

EXISTING DOCTOR CREEK UTILITY BUILDING (BOOSTER PUMP

STATION) NOTES

1. EXISTING 6" DIA. ENTRANCE PIPE SLEEVE (FROM WET WELL)

2. 4" UNION

3. 4" X 3" REDUCER

4. 3" X 3" X 3" TEE

5. 3" X 3" X 1" TEE (VERTICAL, FACING UP), 1" BALL VALVE, 1" AIR RELEASE VALVE

6. 3" X 3" X 1" TEE WITH 1/4" BALL VALVE AND DUAL PRESSURE GAUGE

7. 3" X 3" 90° ELBOW

8. 3" BALL VALVE

9. REDUCER (FROM 3" GSP TO MATCH PUMP INLET)

10. UNION (TO MATCH PUMP INLET), OR FLANGED FITTING TO CONNECT WITH PUMP

11. INSTALL NEW BOOSTER PUMP AND NEW 15 HP MOTOR

12. 3" BRONZE CHECK VALVE

13. 3" X 3" X 1" TEE

14. 1" X 1" X 1" TEE

15. 3/4" HOSE BIB WITH VACUUM BREAKER AND 10 FEET OF 3/4" RUBBER HOSE

16. PRESSURE GAUGE WITH 1/4" BALL VALVE

17. 3" X 3" X 1" TEE (VERTICAL, FACING UP) WITH 1" WATER HAMMER ARRESTOR

18. 3" X 3" X 1" TEE (VERTICAL, FACING UP) WITH 1" PRESSURE RELEASE VALVE (SET FOR 150

PSI)

19. 3" WYE STRAINER

20. 3" UNION

21. 3" BRONZE MOUNTING TEE (VERTICAL, FACING UP) WITH FLOW SENSOR AND FLOW

COMPUTER (CONNECT TO HYPOCHLORINATOR)

22. 3" X 3" X 1" TEE (VERTICAL, FACING DOWN) WITH HYPOCHLORINATOR INJECTION VALVE

FITTING, SPECIAL INSTALLATION INSTRUCTIONS APPLY, SEE DETAIL, THIS SHEET.

CONNECT TO HYPOCHLORINATOR WITH 3/8" POLYETHYLENE TUBING.

23. 3" X 3" X 1" TEE WITH 1" SMOOTH NOSED SAMPLE TAP

24. EXISTING 4" DIA. EXIT PIPE SLEEVE (TO STORAGE TANK)

25. HYPOCHLORINATOR

26. 50 GALLON CHLORINE SOLUTION TANK

27. EXISTING 8'W X 12'L X 8'H BUILDING, WITH SINGLE 36" WIDE DOOR, CONCRETE FLOORS

AND PAINTED CINDER-BLOCK WALLS.

28. 3/8" POLYETHYLENE CHLORINE INJECTION TUBE (CONNECT TO HYPOCHLORINATOR)

29. 3" GALVANIZED STEEL PIPE

30. 4" GALVANIZED STEEL PIPE

31. 4" X 4" 90° ELBOW

32. EXISTING FLOOR DRAIN

33. EXISTING 5/8" MARINE PLYWOOD

34. EXISTING PRESSURE TREATED DOUGLAS FIR 2 X 4'S AT 24" ON CENTER.

35. EXISTING R-13 F/GL BAT INSULATION WITH FOIL FACE.

36. EXISTING CONTROL PANEL

37. EXISTING PANEL B

38. EXISTING RECEPTACLE WITH GFCI RECEPTACLE

39. EXISTING J-BOX

40. EXISTING LUMINAIRE

41. EXISTING SWITCH

42. EXISTING HEATER

43. EXISTING RECEPTACLE

PUMP DESIGN DETAILS:

THE AND SYSTEM IS BASED ON THE FOLLOWING:

- AVERAGE DAILY : 44,000

- MAXIMUM PUMP : 110

- (IN TANK): 1/2 DAY

PAN

EL B

S

S

EVERYTHING OUTSIDE OF DASHED

LINES IS EXISTING AND IS TO REMAIN

{SECTION A-A}

{NOT TO SCALE}

NOT TO SCALE

EXISTING FLOW METER TO REMAIN

(CONNECTED TO CHLORINATOR)

INSTALL NEW AMR RADIO IN EXISTING BUILDING AT LOCATION

ACCEPTABLE TO CONTRACTING OFFICER

EXISTING WATER METER AND COMPUTER TO REMAIN

CONNECT TO EXISTING COMPUTER IN MANNER SUITABLE FOR

COMMUNICATION WITH AMR RADIO PER MANUFACTURER

SEE SPECIFICATION 221103

EVERYTHING

OUTSIDE OF DASHED

LINES IS EXISTING

AND IS TO REMAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:3

FI

SH

LA

KE

W

AT

ER

SY

ST

EM

S.

\D

RA

W

IN

GS

D2

-D 4.F

IS

HL

AK

E.

DW

G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN:

TYPE C AMR SYSTEM

DOCTOR CREEK

UTILITY BUILDING DETAIL

D. WEWER

D. WEWER

R. ANDERSON

D4 13 15

FINAL - 4/13/2023

4'-0"

CONCRETE

MANHOLE

\A 1;V

AR

IE

S

2' -6

C

IR

C

U

LA

R

ST

EE

L

LI

D \A1;2"

GROUND

SURFACE

{\LBOX PROFILE}

PLUMBING

APPURTENANCES

\A 1;V

AR

IE

S

6" COARSE GRAVEL

PLUMBING

APPURTENANCES

{\LBOX PLAN}

{BOX NOTES:

1. CORE DRILL MANHOLE WALL TO FIT PIPE (1-2" CLEARANCE ON

ALL SIDES REQ.) AND SEAL WITH NEAT CEMENT GROUT. AS AN

ALTERNATIVE, STANDARD SEWERLINE BOOTS AND

PREFABRICATED HOLES MAY BE USED

}2. GRADE ALL PIPE A MINIMUM OF 2% TO DRAIN.

3. PLUMBING APPURTENANCES SHALL BE SUPPORTED WITH

CONCRETE BLOCK AND UNISTRUT (OR EQUAL) TO PREVENT PIPE

MOVEMENT.

GROUND

SURFACE

{NEW WATER METER BOX

(PROFILE VIEW)

NOT TO SCALE}

{NOTES:}

SUPPORT WATER METER, PIPE AND PLUMBING APPURTENANCES WITH CONCRETE BLOCK AND

UNISTRUT (OR EQUAL). UNLESS OTHERWISE NOTED, PIPING IS GALVANIZED STEEL PIPE (GSP).

INSULATE BOX AND WRAP WATER METER IN HEAVY-DUTY PLASTIC AND FIBERGLASS INSULATION

PER SPECIFICATIONS.

INSTALL FOR SEASONAL OPERATION (30" PIPE DEPTH, NO INSULATION): WATER METERS #3 AND #7 INSTALL FOR YEAR-ROUND OPERATION (60" PIPE DEPTH, WITH INSULATION): WATER METER #9

1. 4'-0" DIA. CONCRETE MANHOLE WITH 2'-6" DIA. METAL LID (LID TO HAVE HOLE FOR RADIO

INSTALLATION)

2. 2" BALL VALVE

3. NEW WATER METER:

3.1. WATER METER #3 - DOCTOR CREEK CAMPGROUND: 2-INCH

3.2. WATER METER #7 - TWIN CREEKS GUARD STATION: 1.5-INCH

3.3. WATER METER #9 - TWIN CREEKS DAY USE AREA: 1.5-INCH

3.4. WATER METER #20 - DOCTOR CREEK DUMP STATION: 1.5-INCH

4. NOT USED

5. NOT USED

6. EXISTING HDPE WATERLINE, SIZE VARIES:

6.1. WATER METER #3 - DOCTOR CREEK CAMPGROUND: 4" HDPE

6.2. WATER METER #7 - TWIN CREEKS GUARD STATION: 3" HDPE

6.3. WATER METER #9 - TWIN CREEKS DAY USE AREA: 2" HDPE

6.4. WATER METER #20 - DOCTOR CREEK DUMP STATION: 2" HDPE

7. NOT USED

8. HDPE/GSP TRANSITION FITTING

9. 4"X2" OR 3"X2" HDPE REDUCER (IF NEEDED)

10. NOT USED

11. REDUCER AS REQUIRED FOR WATER METER (IF NEEDED)

12. WATER METER #9 ONLY: 4" THICK SPRAY-ON "FOAM FILL" INSULATION. INSTALL ON INTERIOR OF MANHOLE AS SHOWN. CREATE "LIP" AT TOP OF INSULATION AREA TO SUPPORT RIGID STYROFOAM

INSULATION ABOVE.

13. WATER METER #9 ONLY: 4" THICK X 47" DIA. RIGID STYROFOAM INSULATION TO FIT TIGHTLY INSIDE OF BOX. CONSTRUCT IN TWO PIECES, EACH THE SHAPE OF A HALF-CIRCLE, SO PIECES CAN

BE REMOVED FROM BOX FOR MAINTENANCE ACCESS. INSTALL ANCHOR BOLTS AND/OR SUPPORTS

AS NECESSARY TO SUPPORT INSULATION ABOVE EXISTING PIPING.

14. 6" COMPACTED GRAVEL

15. 2" GALVANIZED STEEL PIPE

16. 2" UNION OR FLANGED CONNECTION TO WATER METER

\A1;2 '-0"

\A1;2'-0"

FLOW FLOW

\A 1;

\A1 ;18"

13 13 1

9 8 2 11

11 2 8 9 66

16 16

4' -2

SE

AS

O

N

AL

6'

-8

YE

AR

-R O

U N

D

2' -6

" M

IN

SE

AS

O

N

AL

5'

-0 " M

IN

YE

AR

-R O

U N

D

F L O

W

\A1;6"

\A1;2"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/2 4/2

:3

DR

AW

IN

GS

\D 5.F

IS

HL

AK

E.

NE

W

W

AT

ER

ME

TE

RB

OX

.D

W G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN:

TYPE B

NEW WATER METER AND

BOX WITH AMR SYSTEM

D. WEWER

D. WEWER

R. ANDERSON

D5 14 15

FINAL - 4/13/2023

\A1;PIPE DIA.\A1;SEE NOTE 3

\A1;SEE NOTE 2

C

EN

TE

R

LI

N

E D

EP

TH\A1;12"

{TRENCH CROSS SECTION

NOT TO SCALE}

\A1;24" DESIGN WIDTH

{TRENCHING NOTES:

1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT

CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", THE WALLS SHALL BE LAID

BACK TO MEET APPLICABLE SAFETY STANDARDS.

2. IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A

MINIMUM OF 6" OF PIPE-ZONE MATERIAL OR IMPORTED SPECIAL BEDDING

SHALL BE USED DEPENDING ON MATERIAL ENCOUNTERED. IF SOIL IS OF A

UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL SPECIFICATIONS, THIS

NEED NOT BE EXCAVATED. IF FOR SEWERLINE, ROUND TRENCH SO BOTTOM

HALF OF CIRCUMFERENCE OF THE PIPE WILL REST ON UNDISTURBED SOIL.

3. REQUIRED DEPTH OF BEDDING VARIES WITH TYPE OF PIPE. SEE

SPECIFICATIONS TO DETERMINE IF OTHER THAN 12" IS REQUIRED OVER TOP

OF PIPE.

4. IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES

MAXIMUM PAY WIDTH ALLOWED.

5. UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS

OTHERWISE NOTED.

6. WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE

POSSIBLE, ATTACH TRACER WIRE TO OBJECTS OR STRUCTURES ABOVE

GRADE (SEE SPECIFICATION SECTION 312000).}

PIPE-ZONE MATERIAL, SPECIAL BEDDING MATERIAL, OR NON-EXCAVATED MATERIAL, DEPENDING ON MATERIAL ENCOUNTERED.

PIPE-ZONE MATERIAL

SEE NOTE 1

ABOVE PIPE-ZONE MATERIAL

6" WIDE DETECTABLE MARKING TAPE

NATIVE GROUND

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

E

United States Department of Agriculture Forest Service

4/1 3/2

:3

FI

SH

LA

KE

W

AT

ER

SY

ST

EM

S.

\D

RA

W

IN

GS

D6

.F

IS

HL

AK

EW

S.

TR

EN

CH

.D

W G

R4

INTERMOUNTAIN REGION

GAOA FISHLAKE

CAMPGROUND

WATER SYSTEM

DEFERRED MTNC

PHASE 1

FISHLAKE

NATIONAL FOREST

FREMONT DISTRICT

FISH LAKE BASIN:

TRENCH DETAILS

D. WEWER

D. WEWER

R. ANDERSON

D6 15 15

FINAL - 4/13/2023