C04d Attachment 4 Drawings Bear River Water System 1240LT26Q0001.pdf

PDF 4 MB Posted Jun 29, 2026

Attached to: Bear River Administrative Site Well Development UWCNF
Solicitation number: 1240LT26Q0001
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Jun 29, 2026

This document is a comprehensive set of engineering design drawings for water system improvements at the Bear River Administrative Site, located within the Uinta-Wasatch-Cache National Forest in Utah's Evanston-Mountain View Ranger District. The project involves installation of a complete potable water distribution system serving the administrative facility and associated buildings.

The project scope includes the following major components: drilling and development of a replacement well (WIN# 448975) with submersible pump installation (Grundfos 7.5 HP Model 77S75-15 or approved equal) capable of delivering minimum 68 GPM; installation of approximately 800+ feet of new 12-inch and 3-inch HDPE waterline with required transition fittings and slope specifications; construction of a precast concrete utility building (10'-6"W x 12'-0"L x 8'-0"H) housing pressure tanks (Amtrol WX-350 replacement units), chlorination equipment, and plumbing appurtenances; installation of water hydrants, curb valves, and valve boxes throughout the distribution system; installation of a 4-inch HDPE drain line with pump-out provisions; and electrical service coordination with Bridger Valley Electric Association (BVEA) requiring 220V single-phase service and 12 KW minimum generator backup capability. The contractor must coordinate with BVEA for electrical infrastructure, maintain 12-inch separation between potable and non-potable water lines and 10-foot separation from septic tanks, comply with Utah Code R655-4-14 for well abandonment, and ensure all work meets applicable federal, state, and local drinking water system regulations. The drawings specify minimum 36-inch burial depth for waterlines with 1% minimum slope to drain, heat-fused HDPE joints, and comprehensive testing and chlorination protocols.

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Other files

File	Type	Posted
C04g Attachment 7 General Decision UT20260011 05182026.pdf	PDF	Jun 29, 2026
C04f Attachment 6 RFI Form.docx	DOCX document	Jun 29, 2026
C04a Attachment 1 SOW Bear River Water 1240LT26Q0001.docx	DOCX document	Jun 29, 2026
C04b Attachment 2 Specifications Bear River Water 1240LT26Q0001.docx	DOCX document	Jun 29, 2026
C04e Attachment 5 SOI Bear River 1240LT26Q0001.xlsx	XLSX spreadsheet	Jun 29, 2026
C04c Attachment 3 Drawing Signed Coversheet 1240LT26Q0001.pdf	PDF	Jun 29, 2026
C04h Attachment 8 Site Visit Document Bear River 1240LT26Q0001.pdf	PDF	Jun 29, 2026
C04 SF1442 1240LT26Q0001.pdf	PDF	Jun 29, 2026
C04i Attachment 9 Fire Plan Bear River 1240LT26Q0001.pdf	PDF	Jun 29, 2026

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

1 13

STARTING AT THE USDA FOREST SERVICE OFFICE AT 1565 WY-150 IN EVANSTON, WY 82930. TURN LEFT ONTO WY-150 AND FOLLOW FOR 29.6. THE BEAR RIVER ADMINISTRATIVE SITE AND GUARD STATION WILL BE ON THE EAST SIDE OF HWY 150. THE APPROXIMATE PROJECT COORDINATES ARE:

40.882717, -110.830471

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

UTAH

SUMMIT COUNTY

R - 4 INTERMOUNTAIN REGION

UINTA - WASATCH - CACHE NATIONAL FOREST

EVANSTON - MOUNTAIN VIEW RANGER DISTRICT

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G-01 COVERSHEET

2 S1 EXISTING BEAR RIVER ADMIN SITE PLAN

3 S2 WATER LINE SITE PLAN

4 S3 WATER MAIN PROFILE

5 S4 DRAIN LINE PROFILE

6 S5 WATER HYDRANT SPUR PROFILE

7 W1 SUBMERSIBLE PUMP INSTALLATION DETAIL

8 W2 UTILITY BUILDING

9 W3 WATER LINE DETAILS

10 W4 WATER HYDRANT DETAIL

11 W5 WATER VALVE AND THRUST BLOCK DETAIL

12 W6 UTILITY BOX DETAIL

13 E1 ELECTRICAL SITE PLAN

BEAR RIVER ADMINISTRATIVE SITE

WATER SYSTEM IMPROVEMENTS

WWWW

W W

W X

X X

W W

X W

W W

LEGEND:

EXISTING WATERLINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE

EXISTING TELECOMMUNICATIONS LINE

EXISTING FIRE SUPPRESSION LINE

EXISTING IRRIGATION LINE

EXISTING CURB VALVE AND BOX

EXISTING WATER HYDRANT

EXISTING FIRE HYDRANT

BUILDING OR RV SITE IDENTIFIER

STREAM OR RIVER

EXISTING ROAD/PARKING AREA

SUSPECTED SEPTIC TANK LOCATION

BARRIER ROCK

REPLACEMENT WELL

TREES/SHRUBS

UTILITY POLE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA-WASATCH-CACHE

NATIONAL FOREST

EVANSTON DISTRICT

EXISTING BEAR RIVER

ADMINISTRATIVE

SITE PLAN

E.PRIMMER

E. PRIMMER

C. CROSS

S1 2 13

NOTES:

1. THE NEW WELL GPS COORDINATES ARE: 40.88265, -110.83050 (LATITUDE, LONGITUDE). THE LEGAL DESCRIPTION OF THE WELL LOCATION IS: NORTH 731 FEET AND WEST 473 FEET FROM THE E4 CORNER OF SECTION 29, TOWNSHIP 2N, RANGE 10E, SL B&M. THE WELL IDENTIFICATION NUMBER IS : #448975. THE WELL DRILLER'S REPORT, WELL INSPECTION REPORT, AND WELL SEAL CERTIFICATION ARE PUBLICLY AVAILABLE THROUGH THE UTAH DIVISION OF WATER RIGHTS.

2. A SUBSTANTIAL EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES THAT COULD BE DISTURBED BY WATER SYSTEM IMPROVEMENTS. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER. FOREST SERVICE OWNED UTILITIES MAY NOT BE IDENTIFIED BY UTILITY

MARKING SERVICES.

3. CONSTRUCT THE WELL PUMP AND SYSTEM DISTRIBUTION ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR WELLS AND PUBLIC DRINKING WATER SYSTEMS.

4. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM SEPTIC TANKS OR LINES.

5. WHERE NEW WATERLINES INTERSECT SEWERLINES, THE NEW WATERLINES SHALL BE INSTALLED ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING UTAH DIVISION OF DRINKING WATER RULES, GOVERNING PUBLIC DRINKING WATER SYSTEMS, R309-550.

6. DO NOT INSTALL HYDRANTS, AIR RELEASE VALVES, PRESSURE REDUCING VALVES OR ANY OTHER PLUMBING IN UTILITY BOXES OR BUILDINGS UNTIL THE UPSTREAM WATERLINES HAVE BEEN FULLY FLUSHED OF DEBRIS

ACCORDING TO THE SPECIFICATIONS.

7. CURB VALVES AND BOX SIZE TO MATCH WATERLINE SIZE WHERE IT IS INSTALLED.

8. THE ACCESS ROUTE TO THE WELL FOR EQUIPMENT AND VEHICLES SHALL BE APPROVED BY THE CONTRACTING OFFICER. AN ACCESS ROAD IS NOT EXPECTED TO BE NECESSARY. DAMAGE TO EXISTING VEGETATION (PRIMARILY

SAGE BRUSH) SHALL BE MINIMIZED AS MUCH AS POSSIBLE. HIGHWAY 150

TO EVANSTON

APPROX. 32 MILES

TO MIRROR LAKE

EXISTING HISTORIC BUILDING

EXISTING UTILITY BUILDING FOR WATER

SYSTEM (HOUSES PRESSURE TANKS AND

OTHER PLUMBING APPURTENANCES)

OLD WELL

(BELIEVED TO BE 60

FEET DEEP, BUT NO WELL LOG

INFORMATION AVAILABLE)

SHALL HAVE EQUIPMENT

REMOVED, GROUTED, AND

PERMANENTLY ABANDONED

BY CONTRACTOR

PER UTAH CODE R655-4-14

EXISTING VISITOR CENTER

EMPLOYEE HOUSING

AND RV SITES

WAREHOUSE

EMPLOYEE HOUSING

EXISTING WATERLINE (TYP)

EXISTING NON-POTABLE WATERLINE

FOR FIRE HYDRANTS (TYP)

FLOW

BEAR RIVER

TOILET/SHOWER BUILDING

BURIED 10,000 GALLON NON-POTABLE

WATER TANK FOR FIRE PROTECTION

SYSTEM (TANK IS RAILROAD TANK CAR)

EXISTING IRRIGATION

SPRINKLERS (ABANDONED)

EXISTING PRESSURE

REDUCING VALVE

SHALL BE REMOVED

EXISTING GRAVEL

PARKING AREA

REPLACEMENT WELL

(SEE SHEET S2)

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LEGEND:

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PROPOSED WATERLINE

EXISTING ELECTRICAL LINE

PROPOSED ELECTRICAL LINE

EXISTING NONPOTABLE WATER LINE (FIRE)

EXISTING IRRIGATION LINE

EXISTING CURB VALVE AND BOX

PROPOSED CURB VALVE AND BOX

EXISTING WATER HYDRANT

PROPOSED WATER HYDRANT

EXISTING FIRE HYDRANT

EXISTING BUILDING OR RV SITE IDENTIFIER

STREAM OR RIVER

EXISTING ROAD/PARKING AREA

EXISTING REPLACEMENT WELL

EXISTING TREES/SHRUBS

EXISTING UTILITY POLE

PROPOSED WATERLINE DRAIN

BARRIER ROCK

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER LINE

SITE PLAN

E. PRIMMER

C. CROSS

S2 3 13

PUMPOUT DRAIN

REPLACEMENT WELL

WIN#: 448975

(40.88265, -110.83050)

PRECAST CONCRETE

UTILITY BUILDING SHALL

BE INSTALLED. LOCATION

SHALL BE STAKED BY

CONTRACTOR AND

APPROVED BY

CONTRACTING OFFICER

HWY 150 TO MIRROR LAKE

TO EVANSTON, WY

EXISTING HISTORIC BUILDING

SHALL NOT BE DISTURBED BY

CONTRACTOR OR WORK ASSOCIATED

WITH WATER SYSTEM IMPROVEMENTS.

EXISTING UTILITY BUILDING FOR WATER SYSTEM

(HOUSES PRESSURE TANKS AND OTHER PLUMBING

APPURTENANCES)

FOUR EXISTING PRESSURE TANKS SHALL BE REMOVED

AND DISPOSED AND REPLACED BY NEW PRESSURE

TANKS AS LISTED IN SPECIFICATIONS (SHEET W3).

EXISTING WATERLINE FROM CHRISTMAS MEADOWS

TO LILY LAKE DUMP STATION

NEW CURB VALVE AND

BOX TO BE INSTALLED

BEAR RIVER

GUARD

STATION

EXISTING BURIED ELECTRICAL LINE.

CONTRACTOR TO VERIFY EXISTING SUPPLY

LINE PHASE AND VOLTAGE.

BURIED ELECTRICAL LINE

SHALL BE INSTALLED TO

PROVIDE POWER TO UTILITY

BUILDING

CONTRACTOR SHALL COORDINATE WITH

BRIDGER VALLEY ELECTRIC ASSOCIATION

(BVEA) TO ENSURE REQUIRED 12"

SEPARATION OF WATERLINE

AND EXISTING ELECTRICAL LINE.

NOTES:

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

2. BURY WATERLINE A MINIMUM OF 36 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO

MAINTAIN A MINIMUM SLOPE OF 1%.

3. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE STAKED BY

THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER.

4. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE

DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

1" 2' - 6" 2" 5' - 0" 3" 7' - 6" 4" 10' - 0"

12" 30' - 0"

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

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

6. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN A

MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE

CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO

GALVANIZED STEEL AND HDPE PIPE. COMPRESSION - TYPE FITTINGS ARE NOT ALLOWED

7. TAPPING INTO A BURIED ELECTRICAL LINE REQUIRES MANDATORY 811 UTILITY LOCATING, ADHERENCE TO NEC BURIAL DEPTHS (TYP. 18"-24", OR 6"-12" WITH RIGID CONDUIT/ GFCI

PROTECTION), AND USING WATERTIGHT CONNECTORS. SECURE THE NECESSARY PERMITS,

ENSURING PROPER TRENCH BEDDING, AND USING APPROVED, DAMAGE-RESISTANT CABLE.

WATER HYDRANT TO BE STAKED

IN FIELD BY CONTRACTOR AND

APPROVED BY CONTRACTING OFFICER

PUMPOUT DRAIN

EXISTING WATERLINE FROM CHRISTMAS

MEADOWS TO BE CUT AND CAPPED

SOUTH OF THE NEW CONNECTION POINT

TO BEAR RIVER ADMIN SITE DISTRIBUTION

SYSTEM.

CURB VALVE AND BOX

SHALL BE STAKED BY

CONTRACTOR AND

APPROVED BY

CONTRACTING OFFICER

WATERLINE SHALL BE CUT AND CAPPED

BY CONTRACTOR NEAR STILLWATER

CAMPGROUND. LOCATION TO BE STAKED

BY CONTRACTOR AND APPROVED BY

CONTRACTING OFFICER

CURB VALVE AND BOX

SHALL BE STAKED BY

CONTRACTOR AND

APPROVED BY

CONTRACTING OFFICER

SHEET S3

SHEET S4

SHEET S5

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WATER MAIN PROFILE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25

-1.5%

-1.5% -1.6%

2.7% 8.0%

13.6%

400' OF 12" Ø HDPE 3" Ø HDPE3" Ø HDPE

EXISTING GROUND

PIPE TRANSITION REQUIRED

(SEE DETAIL W4)

PIPE TRANSITION REQUIRED

(SEE DETAIL W4)

0+45.0 INSTALL 3"

CURB VALVE AND

BOX AND PUMP

OUT DRAIN.

STA = 0+00.0

ELEV = 8456.500

STA = 0+49.0

ELEV = 8455.750

STA = 0+50.0

ELEV = 8462.876

STA = 0+57.0

ELEV = 8462.876

STA = 0+58.0

ELEV = 8459.500

6+00.0 INSTALL 3"

CURB VALVE AND

BOX AND PUMP

OUT DRAIN. AT WATER

LINE LOW POINT.

CONNECT TO EXISTING 3" GSP

INLET PIPE WITHIN 2' OF UTILITY

BUILDING (SEE SHEET W3)

W W

W X

0+ 00 0+

50 1+

4+00

4+50

5+00

5+50

6+00

7+00

7+50

8+00

8+10

EEE

E E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER MAIN PROFILE

E. PRIMMER

C. CROSS

S3 4 13

0+45.0 INSTALL 3"

CURB VALVE AND

BOX AND PUMP

OUT DRAIN 10' SEPARATION REQUIRED

BETWEEN POTABLE AND

NON-POTABLE WATER LINES

(FIRE SUPPRESSION WATERLINE)

SEE DETAILS ON SHEET W6

6+0.00 INSTALL 3"

CURB VALVE AND

BOX AND PUMP

OUT DRAIN

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W W

WWWW

0+00

0+50

1+00

DRAIN LINE PROFILE

0+00 1+00 2+00 3+00 4+00 4+50

EXISTING GROUND

STA=2+50.0: INSTALL TEE FOR

WATER HYDRANT LATERAL

4" Ø HDPE

-12.0%

-4.0%

-2.0%

-6.4%

-14.5%

-2.5% -5.8%

STA = 0+00.0

ELEV = 8470.000

STA = 2+43.2

ELEV = 8450.000

STA = 2+50.0

ELEV = 8449.750ST

TIE IN WITH EXISTING WATER

LINE FROM CHRISTMAS MEADOWS

TO LILY LAKE DUMP STATION. LINE

IS BURIED APPROXIMATELY 36"

MINIMUM 36"

BURIAL DEPTH

STA=1+80.9: INSTALL TEE TO

RANGER STATION LATERAL

CONNECT TO EXISTING

3" GSP PIPE WITHIN

2' OF UTILITY BUILDING

(SEE SHEET W3)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

DRAINLINE

PROFILE

E. PRIMMER

C. CROSS

S4 5 13

EXISTING PRESSURE

REDUCING VALVE

SHALL BE REMOVED

WATERLINES THAT ARE

BEING REPLACED SHALL BE

CUT, CAPPED, AND

ABANDONED.

ANTICIPATED SEPTIC TANK LOCATION FOR

BEAR RIVER RANGER STATION. WATER LINES

SHALL BE INSTALLED A MINIMUM OF 10 FEET

FROM SEPTIC TANKS (SEE SHEET W6).

CONTRACTOR IS RESPONSIBLE FOR LOCATING

EXACT LOCATION OF SEPTIC TANKS AND

DRAIN FIELDS. WATER LINE ALIGNMENT MAY BE

SHIFTED TO ACCOMMODATE FOR

REQUIRED 10 FOOT SEPARATION.

CONNECT TO EXISTING 3"

GSP INLET PIPE WITHIN

2' OF UTILITY BUILDING

(SEE SHEET W3)

EXISTING VALVE SHALL BE

REMOVED AND REPLACED

WITH WATER LINE

CONFIGURATION SEEN ON

SHEET W3

EXISTING WATER LINE

CONNECTING CHRISTMAS

MEADOWS TO LILY LAKE

DUMP STATION SHALL BE

CUT AND CAPPED.

EXISTING GRAVEL PATH SHALL BE

DISTURBED ONLY WHERE NECESSARY.

GRAVEL MATERIAL SHALL BE REPLACE

IN KIND WHERE DISTURBED.

CONNECT TO EXISTING 2"

GSP INLET PIPE WITHIN

2' OF BEAR RIVER

RANGER STATION

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W W

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER LINE LATERAL

SITE PLAN

E. PRIMMER

C. CROSS

S5 6 13

EXISTING

CONCRETE PAD

(DO NOT DISTURB)

BEAR RIVER

RANGER STATION

CONCRETE PAD ELEVATION

TO MATCH EXISTING ASPHALT

SURFACE ELEVATION

EXISTING

CONCRETE PATH

CONCRETE PATH TO BE

DEMOLISHED ONLY WHERE

NECESSARY TO INSTALL

HYDRANT SPUR WATER LINE.

CONCRETE PATH SHALL BE

REPLACED IN KIND WHERE

DEMOLISHED.

EXISTING WATER LINE

SHALL BE CUT AND CAPPED

CURB VALVE AND BOX SHALL

BE STAKED BY CONTRACTOR

AND APPROVED BY

CONTRACTING OFFICER

WATER HYDRANT (SEE SHEET W5)

M 2%

SLO

WATER SYSTEM

DRAIN EXISTS WITHIN

BEAR RIVER

RANGER STATION

CURB VALVE AND BOX SHALL

BE STAKED BY CONTRACTOR

AND APPROVED BY

CONTRACTING OFFICER

ANTICIPATED SEPTIC TANK LOCATION FOR

BEAR RIVER RANGER STATION. WATER LINES

SHALL BE INSTALLED A MINIMUM OF 10 FEET

FROM SEPTIC TANKS (SEE SHEET W6).

CONTRACTOR IS RESPONSIBLE FOR LOCATING

EXACT LOCATION OF SEPTIC TANKS AND

DRAIN FIELDS. WATER LINE ALIGNMENT MAY BE

SHIFTED TO ACCOMMODATE FOR

REQUIRED 10 FOOT SEPARATION.

2" HDPE WATERLINE

LATERAL SHALL BE

INSTALLED.

2" HDPE WATERLINE

LATERAL SHALL BE

INSTALLED.

CONNECT TO

EXISTING 2" GSP INLET

PIPE WITHIN

2' OF BEAR RIVER

RANGER STATION

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SCALE IN FEET

7-'0" BURIAL

DEPTH

WELL PUMP INSTALLATION NOTES:

1. GRADE AREA AROUND WELL CASING SO WATER WILL DRAIN AWAY FROM CASING.

2. PUMP IS DESIGNED TO DELIVER A MINIMUM OF 68 GPM UNDER THE FOLLOWING

CONDITIONS:

- MAXIMUM DRAWDOWN IS EXPECTED TO BE 53 FEET WHEN PUMPING AT 68 GPM.

- PRESSURE TANK FLUCTUATES BETWEEN 60 AND 80 PSI.

- TOTAL DYNAMIC HEAD OF 217 TO 275 FEET.

- WELL YIELDS 100+ GPM AS TESTED WITH AIR LIFT ON WELL DRILLERS REPORT.

IF ACTUAL CONDITIONS ARE NOT WITHIN THIS RANGE OR IF THE PUMP CURVE IS NOT

APPROPRIATE, AN ALTERNATE PUMP WILL BE SELECTED BY THE CONTRACTING

OFFICER.

3. PUMP SHALL BE A GRUNDFOS, 7.5 HP, MODEL 77S75-15, OR AN APPROVED EQUAL.

4. VARIABLE FREQUENCY DRIVE (VFD) SHALL BE CUE 1X200-240V IP66 7.5 KW (PN#:

92588566) AS MANUFACTURED BY GRUNDFOS, OR AN APPROVED EQUAL.

5. A MINIMUM OF 220V SINGLE PHASE ELECTRICAL SERVICE IS REQUIRED TO RUN THE

VARIABLE FREQUENCY DRIVE AND SUBMERSIBLE PUMP WHICH IS TO BE PROVIDED

THROUGH BRIDGER VALLEY ELECTRIC ASSOCIATION (BVEA).

6. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRICAL SERVICE, PANEL AND

DISTRIBUTION SYSTEM TO SERVE THE PUMP, PUMP CONTROLS, AND UTILITY BUILDING.

ELECTRICAL SERVICE AND SYSTEM SHALL BE DESIGNED BY A LICENSED ELECTRICIAN

OR ELECTRICAL ENGINEER AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER

FOR APPROVAL. LAYOUT MUST COMPLY WITH PUMP AND CONTROL PANEL

MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS.

7. INSTALL AIRLINE TUBING WITHIN CONDUIT IN A MANNER THAT PREVENTS KINKING OR

BLOCKAGE OF THE TUBE. INSTALL SWEEP ELBOWS AT ALL CHANGES IN DIRECTION.

ALLOW TUBING TO HANG AS STRAIGHT AS POSSIBLE WITHIN THE WELL CASING

8. PROVIDE EXACT LENGTH OF AIRLINE TUBING WITHIN THE WELL TO THE CONTRACTING

OFFICER SO WELL DEPTH GAUGE CAN BE ACCURATELY SET.

EXISTING GROUND

TO UTILITY BUILDING

ELECTRICAL CONDUIT

2-INCH PVC SLEEVE

FOR AIRLINE TUBING

1/4-INCH COPPER

AIRLINE TUBING FOR

WATER LEVEL TESTING

PULL PIPE

INSTALL PUMP

SERVICE CABLE

INSTALL DISCHARGE

PIPE 3" SCH 80 PVC

EXISTING 8"

WELL CASING

INSTALL CHECK VALVE 2

FEET ABOVE PUMP

INSTALL SUBMERSIBLE

WELL PUMP INTAKE

SHALL BE 2 FEET ABOVE

TOP OF WELL SCREEN

(TOP OF WELL SCREEN

LOCATED AT DEPTH OF

215 FEET)

END AIRLINE TUBING APPROX. 2

FEET ABOVE PUMP

(LEAVE OPEN - DO NOT CAP)

EXISTING 3" PITLESS

UNIT DISCHARGE

EXISTING LOCKABLE,

SANITARY WELL CAP

AIRLINE TEST BLOCK

STATIC WATER LEVEL

IS 37 FEET BELOW

GROUND SURFACE

10' STUB OF

EXISTING 3" HDPE

225' W

ELL D

EPTH

CONTRACTOR SHALL CONNECT

WATERLINE TO EXISTING STUB.

DO NO DISTURBED THE EXISTING

WELL GROUT SEAL.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

SUBMERSIBLE PUMP

INSTALLATION DETAIL

E. PRIMMER

C. CROSS

W1 7 13

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SUBMERSIBLE PUMP INSTALLATION DETAIL NO SCALE

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" M

UTILITY BUILDING NOTES

ALL PIPE AND FITTINGS SHALL BE GALVANIZED STEEL, UNLESS

OTHERWISE NOTED.

1. 3" HDPE

2. 3" X 3" X 3" HDPE TEE

3. HDPE/GSP TRANSITION FITTING

4. NOT USED

5. 3" HDPE DRAINLINE

6. 3" CURB VALVE AND BOX

7. NOT USED

8. 3" HDPE 90-DEG ELBOW

9. 5" HDPE OR PVC PIPE SLEEVE

10. 2" X 2" X 2" TEE

11. 2" BALL VALVE

12. 2" X 1-1/2" REDUCER

13. FIRE HOSE ADAPTER (1-1/2" NPT X 1-1/2" MNH) AND 50-FEET OF 1-1/2" FIRE HOSE TO SERVE AS PUMP-TO-WASTE

DISCHARGE

14. 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE INSTALLATION DETAIL ON THIS SHEET.

15. NOT USED

16. 2" UNION

17. 2" X 2" X 2" TEE WITH SMOOTH NOSED SAMPLE TAP

18. 2" CHECK VALVE

19. 2" X 2" X 2" TEE

20. PRESSURE GAUGE WITH 1/4" BALL VALVE

21. 3/4" HOSE BIB WITH VACUUM BREAKER AND 10 FEET OF 3/4" RUBBER HOSE

22. 2" WYE STRAINER

23. 2" WATER METER (AS LISTED IN CONTRACT SPECIFICATIONS)

24. CHLORINATOR (MODEL B921-D98HI AS MANUFACTURED BY LMI, OR APPROVED EQUAL)

25. 2" BALL VALVE

26. 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE AND PRESSURE RELIEF VALVE

27. 35 GALLON CHLORINE SOLUTION CONTAINER

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

29. 10'-6"W X 12'-0"L X 8'-0"H PRECAST CONCRETE UTILITY BUILDING.

30. 6" GRAVEL BASE

31. ELECTRICAL CONTROL BOX AND VARIABLE FREQUENCY DRIVE (SEE SHEET E1)

32. CABLE STORAGE BOX (SEE SHEET E1)

33. 1/4-INCH NPT SCHRADER VALVE, PROVIDE AIR PUMP TO CHARGE LINE

34. 1/4-INCH BALL VALVE (BLEED-OFF VALVE), SECURELY COVER END WITH NON-CORRIDIBLE #24 SCREEN

35. 1/4-INCH TEE

36. 1/4-INCH COPPER TUBING TO 1/4-INCH GSP TRANSITION

37. 1/4-INCH COPPER TUBING (INSTALL WITHIN 2-INCH PVC SLEEVE BETWEEN UTILITY BUILDING AND WELL WITH SWEEPING

BENDS)

38. WELL WATER DEPTH GAUGE

39. INSTALL MOTORIZED SHUTTERED WALL VENTS. SEE SHEET E1 AND NOTE 5 BELOW.

40. PIPE SUPPORTS (UNISTRUT OR EQUAL)

41. 2" GALVANIZED STEEL PIPE

42. 2" 90-DEG. ELBOW

43. 2" X 2" 2" TEE (VERTICAL, FACING DOWN) WITH HYPOCHLORINATOR INJECTING VALVE FITTING. CONNECT TO

HYPOCHLORINATOR WITH 3/8" POLYETHYLENE TUBING.

44. EYEWASH STATION. MOUNT TO WALL 54" ABOVE FLOOR.

GENERAL NOTES

1. 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.

2. PLUMBING APPURTENANCES AND PIPING MAY BE SUBSTITUTED WITH COPPER PIPE AND SWEAT FITTINGS. ENSURE

PROPER DIELECTRIC FITTINGS ARE USED WHERE NECESSARY.

3. UTILITY BUILDING FLOOR SHALL BE AT LEAST 6 INCHES ABOVE THE FINAL GROUND ELEVATION. SLOPE FLOOR TO

DRAIN TOWARDS DOORWAY.

4. INSTALL SWEEP TEE UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING.

5. WALL VENT CUTOUT DIMENSIONS SHALL BE COORDINATED WITH FAN AND SHUTTER SIZES CALLED OUT ON SHEET E1.

3" HDPE TO

PRESSURE TANK

UTILITY BUILDING3" HDPE

FROM WELL

3" HDPE

FROM WELL

3" HDPE TOWARDS

PRESSURE TANKS

SET PIPE CENTERLINE AT

2 FEET ABOVE FLOOR

10'-6"

'-0

18"

3" HDPE3" HDPE

3" H

TO WELL

AIRLINE TUBING IN 2"

CONDUIT FROM WELL

SLOPE TO PUMP

OUT DRAIN

3'-0"

SHOULDER

(TYP)

3:13:1

" M

AIR RELEASE

VALVE

BALL VALVE

INSTALL #24 MESH,

NON-CORRODIBLE

SCREEN ON END

EXISTING GROUND

FINAL GROUND

3' -6

18"

CEILING

FLOOR

CEILING

FLOOR18

18"

D O

O R

FINAL FLOOR TO SLOPE

TOWARDS DOORWAY AT

2% (1/4" PER FOOT)

18"

D O

O R

6' -0

NOTE: MOUNT

ENTIRE ASSEMBLY

TO WALL (APPROX.

30" ABOVE FLOOR)

UTILITY BUILDING

SIDE VIEW

NOT TO SCALE

WELL WATER DEPTH

GAUGE ASSEMBLY

NOT TO SCALE

AIR RELEASE

VALVE INSTALLATION

NOT TO SCALE

UTILITY BUILDING

PLAN VIEW

NOT TO SCALE

DETAIL A

NOT TO SCALE

INSTALL SWEEP TEE

UNDER SLEEVE TO

PREVENT KINKING OF

THE AIRLINE TUBING

SEE DETAIL A

SEE DETAIL B

KEEP CLEAR FOR

ELECTRICAL &

CONTROL PANEL,

WHICH WILL INCLUDE

VARIABLE FREQUENCY

DRIVE (VFD)

42 22

2 1

23 19 1622

24 16 25

DETAIL B

NOT TO SCALE

PIPE TO BE VENTED

1/2" GALV. STEEL

PIPE AND FITTINGS

SLOPE TO PUMP

OUT DRAIN

SLOPE AWAY FROM

UTILITY BUILDING

ALL PIPING INSIDE UTILITY

BUILDING SHALL BE SLOPED

MINIMUM 2% TO DRAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

UTILITY BUILDING

E. PRIMMER

C. CROSS

W2 8 13

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PRESSURE TANK

UTILITY BUILDING

(NOT TO SCALE)

GENERAL NOTES

1. 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.

2. PLUMBING APPURTENANCES AND PIPING MAY BE

SUBSTITUTED WITH COPPER PIPE AND SWEAT

FITTINGS. ENSURE PROPER DIELECTRIC FITTINGS

ARE USED WHERE NECESSARY.

3. ALL PIPING INSIDE UTILITY BUILDING SHALL BE

SLOPED MINIMUM 2% TO DRAIN.

4. INTERIOR FLOOR PLAN DIMENSIONS OF PRESSURE

TANK UTILITY BUILDING ARE 11' x 15'.

5. ADDITION FITTINGS AND UNIONS SHALL BE

INSTALLED AS NECESSARY FOR A FULLY

FUNCTIONAL SYSTEM.

6. NEW PRESSURE TANKS SHALL BE INSTALLED WITH

A 2"x2"x2" TEE, 2"x1 14 " REDUCER, AND A 1 14" BALL

VALVE IN A ARRANGED TO ALLOW FOR ISOLATION

AND MAINTENANCE OF PRESSURE TANKS WITHOUT

SHUTTING WATER OFF TO THE ENTIRE PRESSURE

TANK UTILITY BUILDING.

3" EXISTING GSP

SHALL REMAIN

BETWEEN CHECK

VALVE AND 2' OUTSIDE

OF UTILITY BUILDING

EXISTING GSP SHALL REMAIN BETWEEN 2' OUTSIDE

OF UTILITY BUILDING AND 2" x 2" x 2" TEE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

PRESSURE TANK

UTILITY BUILDING

E. PRIMMER

C. CROSS

W3 9 13

EXISTING ELECTRICAL

(KEEP CLEAR)

STAIRS

EXISTING DRAIN

EXISTING CHECK VALVE TO BE

REPLACED BY DOUBLE CHECK VALVE

ASSEMBLY BACKFLOW PREVENTER.

BACKFLOW PREVENTER SHALL BE

2" SERIES 007 AS MANUFACTURED

BY WATTS, OR APPROVED EQUAL.

EXISTING 2" TO 3" REDUCER

AND 3" CHECK VALVE

SHALL BE REMOVED AND

REPLACED BY A NEW 2" TO 3"

REDUCER

EXISTING 66" x 35" x 19"

CONCRETE BLOCK

4" WATER LINE

(SEE SHEET S4)

FIR

ESSIO

N (N

O N

-PO

TABLE)

FOUR EXISTING PRESSURE TANKS

(AMTROL WX-302) TO BE REPLACED

BY NEW AMTROL WX-350 OR

APPROVED EQUAL

2" X 1 14 REDUCER AND 1 14 " BALL VALVE SHALL

BE INSTALLED AT EACH PRESSURE TANK TO

ALLOW FOR ISOLATION AND MAINTENANCE.

NEW 2" x 2" x 2" TEE SHALL

BE INSTALLED FOR

EACH PRESSURE TANK

NEW 2" GSP SHALL BE INSTALLED

BETWEEN EXISTING 2" x 2" x 2" TEE

AND EXISTING CHECK VALVE.

3" TO 2" HDPE REDUCER

SHALL BE INSTALLED.

EXISTING 2" X 2" X 2" TEE

AND EXISTING VALVES

SHALL REMAIN IN PLACE

EXISTING PRESSURE REDUCING

VALVE SHALL BE REMOVED.

CONTRACTOR

SHALL INSTALL

HDPE/GSP

TRANSITING

FITTING

3" CURB VALVE

AND BOX

CONTRACTOR

SHALL INSTALL

3" CURB VALVE

AND BOX

CONTRACTOR

SHALL INSTALL

3" TO 4" HDPE

REDUCER

CONTRACTOR

SHALL INSTALL

3" x 3" x 3"

HDPE TEE

CONTRACTOR SHALL INSTALL

3" HDPE WATER MAIN

(SEE SHEET S3)

2" HDPE/GSP TRANSITION FITTING SHALL

BE INSTALLED. EXISTING 2" GSP LINE

WITHIN 2' OF PRESSURE TANK UTILITY

BUILDING TO REMAIN IN PLACE.

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3"HDPE

12" HDPE CAP

HDPE SADDLE

CONNECTION (SEE

NOTE 5)

HDPE SADDLE

CONNECTION

(SEE NOTE 6)

12" HDPE CAP

400' MIN.

12" HDPE

3" HDPE

TO PRESSURE

TANKS

FINISHED GRADE

NOTES:

1. DESIGN SHOWN IS A SUGGESTED METHOD FOR THE PIPE

TRANSITIONS. PROPOSAL FOR PIPE TRANSITIONS SHALL BE

SUBMITTED TO AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO CONSTRUCTION.

2. TRANSITIONS SHALL BE CONSTRUCTED IN A MANNER THAT

PREVENTS AIR BUILDUP IN THE LINES AND IS SLOPED TO

DRAIN.

3. INSTALL CONCRETE THRUST BLOCKS AT THE BEGINNING AND

END OF THE 12" PIPE AS WELL AS AT ANY ELBOWS ALONG

THE LINE (SEE DETAIL ON SHEET W6).

NOTES (CONT.):

4. ENSURE WATERLINE IS BURIED AT LEAST 36" BELOW

GROUND.

5. INSTALL SADDLE CONNECTION AT 12 O'CLOCK POSITION TO

ENSURE PROPER DRAINAGE AND PREVENTION OF AIR BUILD

UP IN LINE.

6. INSTALL SADDLE CONNECTION AT 6 O'CLOCK POSITION ON

THE 12" PIPE TO PREVENT BUILD UP OF AIR IN THE LINE.

2% SLOPE

FROM UTILITY

BUILDING

2'-0"

36"

12"

2'-0" 2'-0"

4" HDPE, SDR 11

POLY VALVE AND

BOX

SEE NOTE 3

HDPE, SDR 11

SEE NOTE 3

SLOPE 2% MINIMUM TO DRAIN

4" THREADED

GSP CAP

FINISH GRADE

HDPE CAP

4" HDPE, SDR 11

CONCRETE ANCHOR

(APPROX. 0.5 CU/FT)

NOTES:

1. ALL JOINTS SHALL BE HEAT FUSED.

2. COMPACT THE MATERIAL SURROUNDING THE

PUMPOUT DRAIN TO PROVIDE SUPPORT AND

PREVENT MOVEMENT.

3. PIPE AND VALVE SIZE TO MATCH LINE TO BE

DRAINED.

4. INSTALL HDPE / GSP TRANSITION FITTING SO THAT

ONLY GSP IS VISIBLE ABOVE GRADE.

4" HDPE / GSP

TRANSITION FITTING

3"x 3" x 2" HDPE

TEE, SDR 11

HDPE, SDR 11

SEE NOTE 3

HDPE LINE TO

BE DRAINED

90° ELBOW, HDPE

CONNECT WITH

DOWNWARD-FACING

HDPE TEE

" A

10' GSP

ABOVE PIPE-ZONE MATERIAL

6" WIDE DETECTABLE

MARKING TAPE

PIPE-ZONE MATERIAL, SPECIAL BEDDING

MATERIAL, OR NON-EXCAVATED

MATERIAL, DEPENDING ON MATERIAL

ENCOUNTERED.

E D

24" DESIGN WIDTH

12"

SEE NOTE 3

SEE NOTE 2

WATER LINE

ELECTRICAL LINE

PIPE-ZONE MATERIAL

12"

SEE NOTE 1

REPLACE NATIVE SURFACE

OR EXISTING SURFACE

AGGREGATE WHERE

DISTURBED

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. UTILITY LINES SHALL BE BURIED A MINIMUM OF 36 INCHES

UNLESS OTHERWISE NOTED.

5. 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

DIAMETER

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER LINE

DETAILS

E. PRIMMER

C. CROSS

W4 10 13

AutoCAD SHX Text

PIPE TRANSITION DETAIL NOT TO SCALE

AutoCAD SHX Text

PUMPOUT DRAIN DETAIL NOT TO SCALE

AutoCAD SHX Text NOTES: 1. EXTEND DRAIN LINE TO EXTEND DRAIN LINE TO DAYLIGHT. 2. THE LAST 10' OF DRAIN THE LAST 10' OF DRAIN LINE SHALL BE GALVANIZED STEEL PIPE.

AutoCAD SHX Text

PIPE SIZE

AutoCAD SHX Text

SUCTION STRAINER DIAMETER

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

AutoCAD SHX Text 5"

AutoCAD SHX Text

STAINLESS STEEL PIPE CLAMPS. 2 REQUIRED.

AutoCAD SHX Text

NO. 4 GALVANIZED WIRE SCREEN WRAPPED AROUND SUCTION STRAINER.

AutoCAD SHX Text GALVANIZED STEEL SUCTION STRAINER WITH " STRAINER 38" STRAINER HOLES. SEE TABLE BELOW FOR SIZE.

AutoCAD SHX Text EXCAVATE BELOW DRAIN OUTLET TO PROVIDE 12" AIR GAP TO ANY POSSIBLE WATER SURFACE. DITCH OUTLET TO DRAIN.

AutoCAD SHX Text

14 C.Y. SMALL STONE RIPRAP

AutoCAD SHX Text

SLOPE TO DRAIN (MIN 2%)

AutoCAD SHX Text

TRANSITION FITTING

AutoCAD SHX Text

DRAINLINE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TRENCH CROSS SECTION WITH MULTIPLE UTILITIES NOT TO SCALE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text E

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AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

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AutoCAD SHX Text C

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12'

3' 6' 3'

1.5"

2'-11"

1'-4"

2.75"

2.9737"

2' WIDTH OF GRATE

2' W

O F

G R

10'

4'-11"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER HYDRANT

DETAIL

E. PRIMMER

C. CROSS

W5 11 13

AutoCAD SHX Text TWO 6" x 6" TIMBER POSTS. SPECIES AS INDICATED IN NOTE 7.

AutoCAD SHX Text NOTE: ASSURE 3'-0" MINIMUM CLEARANCE AROUND ALL SIDES OF HYDRANT FOR UNIVERSAL ACCESS.

AutoCAD SHX Text

DRAIN GRATE

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HYDRANT TYPE

AutoCAD SHX Text A & B

AutoCAD SHX Text A, B & C

AutoCAD SHX Text C

AutoCAD SHX Text A, B & C

AutoCAD SHX Text B & C

AutoCAD SHX Text

REF. NO.

AutoCAD SHX Text

MATERIAL SCHEDULE

AutoCAD SHX Text

OPEN GRADED " TO 1" RANGE14" TO 1" RANGE

AutoCAD SHX Text

12" HAWS MODEL 6252EHLF WITH SELF-CLOSING LEVER HANDLE

AutoCAD SHX Text

34" MUELLER H-10284 STOP AND DRAIN VALVE WITH LOOSE KEY

AutoCAD SHX Text

WATTS NO. 8A (WHEN HOSE END LOWER THAN FAUCET AT ALL TIMES)

AutoCAD SHX Text

WATTS SERIES 7 (WHEN CONNECTED TO PRESSURE VESSEL OR TRAILER)

AutoCAD SHX Text

12" HOSE BIBB WITH REMOVABLE KEY

AutoCAD SHX Text

* SEE HYDRANT TYPES ABOVE

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

WASHED ROCK SUMP

AutoCAD SHX Text B & C

AutoCAD SHX Text

34" STOP VALVE WITH REMOVABLE KEY

AutoCAD SHX Text

DRAIN GRATE

AutoCAD SHX Text

VACUUM BREAKER

AutoCAD SHX Text

12" SELF-CLOSING FAUCET

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ROAD OR PATH SURFACE

AutoCAD SHX Text

HYDRANT PAD DETAIL

AutoCAD SHX Text

CONCRETE, GRADE AT 1% MIN. TO 2% MAX. AWAY FROM HYDRANT.

AutoCAD SHX Text

DRAIN GRATE

AutoCAD SHX Text

HYDRANT POSTS

AutoCAD SHX Text ANCHOR GRATE IN 4 PLACES AT WELD LUGS WITH "x2" LAG 14"x2" LAG BOLTS TO 2" x 4" TIMBER FRAME. PRE-DRILL HOLES IN GRATE THE DIAMETER OF BOLTS.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

3" CRUSHED AGGREGATE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

FRAME PLAN

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3" CRUSHED AGGREGATE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text 12" x APPROX. 3 " GSP12" GSP

AutoCAD SHX Text 34" x 16" GSP

AutoCAD SHX Text 34" x APPROX. 5" GSP

AutoCAD SHX Text 34" x APPROX. 15" GSP

AutoCAD SHX Text 38" x 8" LAG SCREW

AutoCAD SHX Text 34" x " ELBOW12" ELBOW

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3" CRUSHED AGGREGATE

AutoCAD SHX Text

GRAVEL SUMP UNDER GRATE (24" MIN. DEPTH)

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

HYDRANT DETAIL

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4" CONCRETE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

1 " DIAMETER HOLE DRILLED THROUGH POST.18" DIAMETER HOLE DRILLED THROUGH POST.

AutoCAD SHX Text 1 " x 1 " ROUTED SLOT DOWN CENTER 12" x 1 " ROUTED SLOT DOWN CENTER 12" ROUTED SLOT DOWN CENTER LINE OF POST FOR GALVANIZED WATER PIPE.

AutoCAD SHX Text

1 " DIAMETER HOLE DRILLED THROUGH POST.18" DIAMETER HOLE DRILLED THROUGH POST.

AutoCAD SHX Text " SMOOTH COUPLER AND " SELF-CLOSING FAUCET (FOR 12" SMOOTH COUPLER AND " SELF-CLOSING FAUCET (FOR 12" SELF-CLOSING FAUCET (FOR HYDRANT TYPE A & B), OR " HOSE BIBB WITH REMOVABLE 12" HOSE BIBB WITH REMOVABLE HANDLE - WITH VACUUM BREAKER (FOR HYDRANT TYPE C).

AutoCAD SHX Text " COUPLER AND " HOSE BIBB WITH REMOVABLE HANDLE 12" COUPLER AND " HOSE BIBB WITH REMOVABLE HANDLE 12" HOSE BIBB WITH REMOVABLE HANDLE AND BACKFLOW PREVENTER (FOR HYDRANT TYPE B & C).

AutoCAD SHX Text 1 " DIA. HOLE DRILLED THROUGH POST (FOR HYDRANT TYPE B AND C).12" DIA. HOLE DRILLED THROUGH POST (FOR HYDRANT TYPE B AND C).

AutoCAD SHX Text 34" x " x " TEE (FOR HYDRANT TYPE B AND C).34" x " TEE (FOR HYDRANT TYPE B AND C).12" TEE (FOR HYDRANT TYPE B AND C).

AutoCAD SHX Text 38" x 8" GALVANIZED LAG SCREW, COUNTER SUNK, PRE-DRILL " 14" DIAMETER PILOT HOLE FULL LENGTH OF LAG (4 REQUIRED).

AutoCAD SHX Text

DRAIN GRATE

AutoCAD SHX Text

" CURB VALVE WITH LOOSE KEY.34" CURB VALVE WITH LOOSE KEY.

AutoCAD SHX Text 12" x 7" GSP

AutoCAD SHX Text

PIPING, SEE NOTE 2.

AutoCAD SHX Text

CHAMFER ALL TOP EDGES

AutoCAD SHX Text

CHAMFER ALL TOP EDGES

AutoCAD SHX Text

EXPANSION JOINT AROUND 3 SIDES OF POST.

AutoCAD SHX Text

SET GRATE " 18" BELOW FINISH GRADE.

AutoCAD SHX Text 2" x 8" WOOD FRAME

AutoCAD SHX Text 2" x 4" WOOD SUPPORT BOX

AutoCAD SHX Text NOTES: 1. HYDRANT TYPES INCLUDE: HYDRANT TYPES INCLUDE: TYPE A - A SELF-CLOSING FAUCET. TYPE B - A SELF-CLOSING FAUCET AND HOSE BIBB WITH BACKFLOW PREVENTER. TYPE C - TWO HOSE BIBBS, UPPER BIBB WITH VACUUM BREAKER, LOWER BIBB WITH BACKFLOW PREVENTER. 2. ALIGN THE PIPING AT BOTTOM OF HYDRANT AS NECESSARY TO OBTAIN PROPER ORIENTATION OF HYDRANT AS ALIGN THE PIPING AT BOTTOM OF HYDRANT AS NECESSARY TO OBTAIN PROPER ORIENTATION OF HYDRANT AS SHOWN ON THE WATER SYSTEM DRAWINGS. 3. HYDRANT LOCATION SHALL BE AS STAKED IN THE FIELD OR AS SHOWN ON THE DRAWINGS. ALTER HYDRANT HYDRANT LOCATION SHALL BE AS STAKED IN THE FIELD OR AS SHOWN ON THE DRAWINGS. ALTER HYDRANT LOCATION OR PAD SIZE ONLY WITH APPROVAL FROM THE CONTRACTING OFFICER. 4. ELEVATION OF EDGE OF PAD OR GRAVEL SUMP SHALL BE THE SAME AS ADJACENT FINISHED SURFACE OF EDGE ELEVATION OF EDGE OF PAD OR GRAVEL SUMP SHALL BE THE SAME AS ADJACENT FINISHED SURFACE OF EDGE OF ROAD, SPUR, OR TRAIL. 5. HYDRANT PADS MAY BE IN CUT OR FILL ALONG SIDE OF ROADWAY. CUT AND FILL SLOPES SHALL MATCH HYDRANT PADS MAY BE IN CUT OR FILL ALONG SIDE OF ROADWAY. CUT AND FILL SLOPES SHALL MATCH ADJACENT ROADSIDE SLOPES. 6. CONSTRUCT TIMBER FRAME BOX USING ANODIZED GRABBER SCREWS (2 EACH CORNER). SECURE FRAME BOX TO CONSTRUCT TIMBER FRAME BOX USING ANODIZED GRABBER SCREWS (2 EACH CORNER). SECURE FRAME BOX TO HYDRANT POST WITH ANODIZED GRABBER SCREWS (2 PLACES). 7. HYDRANT POSTS AND ALL WOOD FRAMING SHALL BE CONSTRUCTED OF CEDAR OR REDWOOD. HYDRANT POSTS AND ALL WOOD FRAMING SHALL BE CONSTRUCTED OF CEDAR OR REDWOOD. 8. DRILLED HOLES THROUGH POSTS SHALL BE CHISELED OUT TO ACCOMMODATE RIDGES ON FITTINGS. DRILLED HOLES THROUGH POSTS SHALL BE CHISELED OUT TO ACCOMMODATE RIDGES ON FITTINGS. 9. BUILD HYDRANT AS SHOWN OR AS ALTERED BY THE CONTRACTING OFFICER. SELF-CLOSING FAUCET HEIGHT BUILD HYDRANT AS SHOWN OR AS ALTERED BY THE CONTRACTING OFFICER. SELF-CLOSING FAUCET HEIGHT ABOVE FINISH GRADE MUST BE 28" MINIMUM TO 36" MAXIMUM FOR UNIVERSAL ACCESS.

AutoCAD SHX Text 8P2 1/2"x2" O.C. PRESS-LOCKED CLOSE MESH, ADA COMPLIANT, HOT DIPPED GALVANIZED STEEL, 23 3/4" SQUARE, & 1 1/2" DEPTH WITH WELDED LUGS

AutoCAD SHX Text

12" ARROWHEAD MODEL 253BFPLK (ROUGH BRASS FINISH)

AutoCAD SHX Text

SCREW FRAME TO HYDRANT POST

AutoCAD SHX Text 2" x 8" x 24"

AutoCAD SHX Text 2" x 4" x 24"

AutoCAD SHX Text 2" x 8" x 24"

AutoCAD SHX Text 2" x 4" x 24"

AutoCAD SHX Text 2" x 4" x 21"

AutoCAD SHX Text 2" x 8" x 27"

AutoCAD SHX Text 2" x 4" WOOD FRAME (INNER)

AutoCAD SHX Text 2" x 8" WOOD FRAME (OUTER)

AutoCAD SHX Text 2" x 4" WOOD SUPPORTS

AutoCAD SHX Text A

AutoCAD SHX Text

INSTALL GRATE IN DIRECTION SHOWN.

AutoCAD SHX Text

WELD LUGS

AutoCAD SHX Text

SECURE PIPE TO MAIN POST WITH PLUMBERS TAPE.

AutoCAD SHX Text

1" TO " GSP REDUCER34" GSP REDUCER

AutoCAD SHX Text

1" HDPE/ GSP TRANSITION FITTING

AutoCAD SHX Text

1" HDPE

AutoCAD SHX Text

1" GSP

AutoCAD SHX Text A

AutoCAD SHX Text

1" 90° HDPE ELBOW

AutoCAD SHX Text

1" HDPE

AutoCAD SHX Text

SLOPE TO MAIN (2% MIN.)

AutoCAD SHX Text 2" x 8" x 27"

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

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AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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FURNISH ONE VALVE

OPERATING WRENCH

FOR EACH FIVE (OR

FRACTION THEREOF)

VALVES THAT ARE

PROVIDED WITH A

VALVE BOX. LENGTH

TO BE 12" LONGER

THAN THE LONGEST

VALVE BOX.

SOCKET TO FIT

SQUARE NUT, SIZE MAY

VARY.

FURNISH ONE KEY FOR

EACH FIVE (OR

FRACTION THEREOF)

CURB AND/OR VALVE

BOXES.

HEAT FUSION

JOINT (TYP.)

HDPE PIPE

LOCKING TYPE LID

BUFFALO TYPE CURB BOX.

FOR INSTALLATION IN

ASPHALT OR CONCRETE

MATERIALS, INSTALL TOP OF

CURB BOX LEVEL WITH

FINISH GRADE. FOR

GROUND INSTALLATION,

INSTALL CURB BOX 4"

ABOVE GROUND LEVEL.

FURNISH ONE VALVE

EXTENSION WITH EACH

DEEP VALVE AS

DESIGNATED ON THE

DRAWINGS.

EXTEND TO WITHIN 4"

OF GROUND LEVEL.

BASE AND KNOCKOUT TO

MATCH VALVE AND PIPE SIZE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /26

2 S

C :\U

.20

2.2

7.2 6.D

W G;

INTERMOUNTAIN REGION

BEAR RIVER

ADMINISTRATIVE

SITE WATER

SYSTEM

IMPROVEMENTS

UINTA - WASATCH -

CACHE NATIONAL

FOREST

EVANSTON - MOUNTAIN VIEW

RANGER DISTRICT

WATER VALVE AND

THRUST BLOCK

DETAIL

E. PRIMMER

C. CROSS

W6 12 13

AutoCAD SHX Text PROVIDE A MIN. 4 CUBIC FEET CONCRETE POURED AGAINST UNDISTURBED EARTH. NO. 14 COPPER FINDER WIRE (IF USING NON-METALLIC PIPE). PLUG.

AutoCAD SHX Text

1. COVER BOLTS AND FLANGES WITH PLASTIC COVER BOLTS AND FLANGES WITH PLASTIC TO PROTECT FROM CONCRETE ADHERENCE DURING CONSTRUCTION OF THRUST BLOCKS. 2. SEE CHART FOR MINIMUM THRUST BLOCKS SEE CHART FOR MINIMUM THRUST BLOCKS BEARING AREAS. 3. ALL CONCRETE SHALL BE PLACED AGAINST ALL CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH. 4. PROVIDE 6 MIL. POLYPROPYLENE BETWEEN PROVIDE 6 MIL. POLYPROPYLENE BETWEEN FITTINGS AND CONCRETE. 5. NOTIFY CONTRACTING OFFICER FOR ANY NOTIFY CONTRACTING OFFICER FOR ANY CONDITION OR PIPE SIZE NOT INDICATED. 6. THRUST BLOCKS ONLY REQUIRED FOR 12" THRUST BLOCKS ONLY REQUIRED FOR 12" HDPE LINE.

AutoCAD SHX Text

PIPE SIZE

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1.4

AutoCAD SHX Text 2.8

AutoCAD SHX Text

TEE OR END

AutoCAD SHX Text 2.0

AutoCAD SHX Text 4.0

AutoCAD SHX Text 1.1

AutoCAD SHX Text 2.2

AutoCAD SHX Text 0.6

AutoCAD SHX Text 1.6

AutoCAD SHX Text 90°

AutoCAD SHX Text 45°

AutoCAD SHX Text 22 1/2°

AutoCAD SHX Text 0.4

AutoCAD SHX Text 1.0

AutoCAD SHX Text 11 1/4°

AutoCAD SHX Text

MINIMUM THRUST BLOCK BEARING AREAS (SQ. FT.) *

AutoCAD SHX Text

BENDS

AutoCAD SHX Text 8"

AutoCAD SHX Text 5.0

AutoCAD SHX Text 7.0

AutoCAD SHX Text 3.7

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 10"

AutoCAD SHX Text 8.0

AutoCAD SHX Text 10.3

AutoCAD SHX Text 5.6

AutoCAD SHX Text 2.9

AutoCAD SHX Text 1.0

AutoCAD SHX Text 12"

AutoCAD SHX Text 10.3

AutoCAD SHX Text 14.6

AutoCAD SHX Text 8.0

AutoCAD SHX Text 4.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text

* BASED ON 150 P.S.I. MAIN PRESSURE AND 2000 P.S.F. SOIL BEARING PRESSURE.

AutoCAD SHX Text

90° BEND DETAIL

AutoCAD SHX Text

TEE AND PLUG DETAIL

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

TEE

AutoCAD SHX Text

TEE DETAIL

AutoCAD SHX Text

TEE

AutoCAD SHX Text

THRUST BLOCKS

AutoCAD SHX Text

VALVE OPERATING WRENCH

AutoCAD SHX Text

ADJUSTABLE VALVE BOX

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

PENTAGON KEY

AutoCAD SHX Text

POLY VALVES AND CURB BOXES

AutoCAD SHX Text

VALVE EXTENSION

AutoCAD SHX Text 18"

AutoCAD SHX Text

ZONE 4

AutoCAD SHX Text

ZONE 3

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ZONE 2

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ZONE 1

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ZONE 3

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ZONE 2

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ZONE 1

AutoCAD SHX Text

10 FT.

AutoCAD SHX Text

6 FT.

AutoCAD…

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File details come from the government source that posted it. Updated Jun 29, 2026.