Attachment 3_DeerCrkWell.Plans.Signed-01.05.2023.pdf

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

1 18

FROM THE GREYS RIVER RANGER DISTRICT OFFICE, TRAVEL NORTH ON US HIGHWAY 89 TOWARD

ALPINE, WY FOR 31 MILES. TURN RIGHT ONTO GREYS RIVER ROAD (FOREST ROAD 10138) HEADING

SOUTH FOR 14.5 MILES. MURPHY CREEK CAMPGROUND WILL BE ON THE RIGHT FOLLOWED BY DEER

CREEK GUARD STATION 1/4 MILE FARTHER ON THE LEFT.

COORDINATES: 43° 4.236' N, 110° 50.000' W

ELEVATION: 6280 FEET

GREYS RIVER DIST. OFFICE

671 WASHINGTON ST.

StAFTON, WY 83110

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DEPUTY DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

/9/

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WYOMING

LINCOLN COUNTY

R-4 INTERMOUNTAIN REGION

BRIDGER-TETON NATIONAL FOREST

GREYS RIVER RANGER DISTRICT

DEER CREEK GUARD STATION

WATER WELL

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G-1 COVER SHEET

2 G-2 SCHEDULE OF ITEMS AND DESCRIPTION OF WORK

3 W-1 PLANS OVERVIEW AND GENERAL NOTES

4 W-2 GUARD STATION AND SPRING SITE MODIFICATIONS

5 W-3 WELL SITE AND PLAN AND PROFILE - STA. 0+00 TO 2+40

6 W-4 PLAN AND PROFILE - STA. 2+40 TO 6+00

7 W-5 TANK SITE

8 W-6 CAMPGROUND HYDRANTS AND DRAINS

9 D-1 WELL CONSTRUCTION AND PUMP INSTALLATION DETAILS

10 D-2 UTILITY BUILDING PLUMBING PLAN

11 D-3 TANK DETAILS

12 D-4 TANK MANWAY DETAILS

13 D-5 SAMPLING TAP WITH ACCESS BOX AND VALVE DETAILS

14 D-6

DRAINS, TRENCH CROSS SECTION, AND SCREENED VENT DETAILS

15 E-1 ELECTRICAL ONE-LINE SCHEMATIC

16 E-2 ELECTRICAL DETAILS

17 E-3 ELECTRICAL MISCELLANEOUS

18 V-1 CONSTRUCTION SURVEY POINTS AND CONTROL

DEER CREEK GUARD STATION /

MURPHY CREEK CAMPGROUND

GREYS RIVER ROAD (FR 10138)

ALPINE, WY

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

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

SCHEDULE OF ITEMS

AND

DESCRIPTION OF WORK

12/08/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

G-2 2 18

SCHEDULE OF ITEMS

DESCRIPTION OF WORK

THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW WATER WELL SOURCE FOR THE DEER CREEK

GUARD STATION AND NEARBY MURPHY CREEK CAMPGROUND . THE WORK INCLUDES:

- REMOVAL AND DISPOSAL OF SELECTED EXISTING FACILITIES RELATED TO THE SPRING SOURCE.

- REMOVAL AND DISPOSAL OF SELECTED HYDRANT AND DRAINS IN THE CAMPGROUND.

- DRILLING OF AN 8" DIAMETER WELL

- EQUIPPING THE WELL WITH A SOLAR POWERED SUBMERSIBLE PUMP

- CONSTRUCTION OF A UTILITY BUILDING AND ASSOCIATED TREATMENT AND CONTROL EQUIPMENT.

- INSTALLING SOLAR POWER SYSTEM.

- INSTALLING A NEW FIBERGLASS WATER TANK

- INSTALLING NEW HDPE WATER SUPPLY AND ELECTRICAL CONTROL CONDUCTOR BETWEEN THE

UTILITY BUILDING AND TANK.

- REPLACING AND REPAIRING SELECTED APPURTENANCES IN THE CAMPGROUND.

- REMOVAL OF SELECTED TREES FOR SOLAR PANEL EXPOSURE.

AN ALTERNATE OPTIONAL ITEM IS DESIRED FOR FLEXIBLE DROP PIPE IN THE WELL.

AN OPTIONAL BID ITEM FOR WELL ABANDONMENT IS DESIRED AS AN INCIDENTAL OPTION IF REQUIRED.

EXISTING CHLORINATOR IS TO BE SALVAGED UPON REMOVAL.

NO MATERIALS ARE SUPPLIED BY THE GOVERNMENT.

SCHEDULE OF ITEMS (CONT.)

FINAL 12/092022

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LEGEND:

NEW WATERLINE

EXISTING WATERLINE

DEMOLISH WATERLINE

NEW ELECTRICAL LINE

EXISTING FENCE LINE

AIR LINE (FOR WELL)

DAYLIGHT DRAIN (EXIST / NEW / DEMO)

VALVE AND BOX (EXIST / NEW)

HYDRANT (EXIST / DEMO)

AIR VENT (EXIST / NEW)

NEW SAMPLING TAP AND BOX

NEW WELL

CREEK OR RIVER

EXISTING ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

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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

United States Department of Agriculture Forest Service

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

PLANS OVERVIEW

AND

GENERAL NOTES

12/08/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-1 3 18

W

W

NOTES:

1. STAKING OF WATER SYSTEM LINES AND FEATURES SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

2. AN EXTENSIVE 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 VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES.

3. EQUIPMENT DESIGNATED FOR REMOVAL; INCLUDING VALVE BOXES, MANHOLES, AND DRAIN LINES; ARE TO BE REMOVED TO AT

LEAST 1 FOOT BELOW GRADE.

4. CAP OR PLUG ABANDONED WATER LINES TO REMAIN IN PLACE TO PREVENT PIPING OF GROUND OR SURFACE WATER.

5. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN EXCEPT WHERE SPECIFICALLY NOTED.

6. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE

PRIOR TO INSTALLATION.

7. BURY WATERLINE A MINIMUM OF 30 INCHES EXCEPT WHERE NOTED OTHERWISE. ADDITIONAL DEPTH MAY BE REQUIRED TO

MAINTAIN REQUIRED SLOPES OR TO PROVIDE CLEARANCE UNDER OTHER PIPELINES.

8. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER, NOM. PIPE DIA. MIN. BEND RADIUS

1" 2'-6"

1.5" 3'-9"

2" 7'-6"

9. INSTALL THE WATER SYSTEM IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE REGULATIONS FOR PUBLIC DRINKING

WATER SYSTEMS INCLUDING WYOMING WATER QUALITY RULES AND REGULATIONS CHAPTERS 11, 12, AND 26.

10. CLEARING LIMITS SHALL BE A MAXIMUM OF 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE CONTRACTOR SHALL USE

CAUTION TO AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS TO WITHIN THE

CLEARING LIMITS.

11. HEAVY EQUIPMENT USE AT THE SPRING IS DISCOURAGED DUE TO BOGGY CONDITIONS. CONTRACTING OFFICER SHALL

APPROVE THE EQUIPMENT PROPOSED TO COMPLETE WORK AT THE SPRING. RESTORATION OF TRACKED AND RUTTED ACCESS

ROUTES WILL BE REQUIRED.

SEE SHEET W-6 FOR MISCELANEOUS

HYDRANT AND DRAIN IMPROVEMENTS

WITHIN THE MURPHY CREEK

CAMPGROUND

SEE SHEETS W-3 AND D-2 FOR

UTILITY BUILDING AND WELL

SITE IMPROVEMENTS

MURPHY CREEK

CAMPGROUND

DEER CREEK

GUARD STATION

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UNIMPROVED ROAD TO

TANK AND SPRING SITES

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NOTE THAT UNIMPROVED

ROAD TO SPRING ENDS HERE.

SEE NOTE 11 BELOW.

SEE SHEETS W-5 AND D-3 FOR

TANK SITE IMPROVEMENTS

SEE SHEETS W-3 AND W-4

FOR WATER SUPPLY LINE

PLANS AND PROFILES

SEE SHEET D-1 FOR WELL

CONSTRUCTION AND

EQUIPMENT DETAILS

SEE SHEET W-2 FOR MISCELLANEOUS

HYDRANT AND DRAIN IMPROVEMENTS

WITHIN THE DEER CREEK GUARD

STATION SITE

EXISTING SPRING

SOURCE TO BE

ABANDONED

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SEE SHEETS W-2

FOR SPRING SITE

MODIFICATIONS

SEE SHEETS E-1 TO

E-3 FOR ELECTRICAL

AND SOLAR PLANS

SEE SHEET V-1 FOR

SURVEY POINTS

AND CONTROL

FINAL 12/092022

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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

United States Department of Agriculture Forest Service

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

GUARD STATION

AND SPRING SITE

MODIFICATIONS

12/08/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-2 4 18

REMOVE 5± LF 2" Ø GSP

BETWEEN VALVE AND HDPE

ADAPTOR. PLUG DOWNSTREAM

PIPE WITH 2" THREADED CAP

OR PLUG ON THE EXISTING

ADAPTOR.

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ENSURE SOUTH SUPPLY

VALVE IS CLOSED UPON

COMPLETION OF WORK

ENSURE NORTH DRAIN

VALVE IS OPEN UPON

COMPLETION OF WORK

D E

E R

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K

(SCALE AND NORTH APPLY TO BOTH VIEWS)

REMOVE HYDRANT RISER. CAP HYDRANT

LEG OF TEE ON THE MAIN LINE.

INSERT A 90° ELBOW TO DIRECT

EXISTING FAUCET DOWN. INSTALL

VACUUM BREAKER ON FAUCET.

EXCAVATE AIR GAP AND DRAINAGE

OUTLET BELOW EXISTING

DAYLIGHT DRAIN. EXISTING DRAIN

OUTLET STRAINER TO REMAIN.

(SEE SHEET D-4)

SEE SHEETS W-3, D-1, AND

D-3 FOR DETAILS SPECIFIC

TO THE WELL AND UTILITY

BUILDING PLUMBING

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STORAGE

TOILET

TOILET

CABIN

STORAGE

REMOVE 3 TO 5 TREES EXCEEDING 20'

TALL IN THIS AREA AS DESIGNATED

BY THE CONTRACTING OFFICER FOR

SOLAR PANEL EXPOSURE.

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SPRING SITE MODIFICATIONSGUARD STATION SITE MODIFICATIONS

-- NOTE --

COMPLETE SPRING SITE MODIFICATIONS ON

THIS PAGE ONLY AFTER THE WELL IS DRILLED

AND KNOWN TO MEET WATER QUALITY AND

PRODUCTION REQUIREMENTS.

FINAL 12/092022

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STA: 0+54.7 - C/L UTILITY BLDG

FF ELEV: 6298.00

SEE SHEET D-2 FOR DETAILS

IE: 6295.01

IE: 6290.63

IE: 6290.94

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

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

WELL SITE AND

PLAN AND PROFILE

STA. 0+00 TO 2+40

12/08/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-3 5 18

WELL SITE DETAIL

WATER SUPPLY LINE - STA. 0+00 TO 2+40

VERTICAL SCALE: 1" = 8'

HORIZONTAL SCALE: 1" = 40'

DRILL AND EQUIP NEW

8" Ø WATER WELL

(SEE SHEET D-1)

INSTALL DAYLIGHT DRAIN

W/ RODENT PROOF

OUTLET - IE=6291.0

(SEE SHEET D-4)

INSTALL TEE

AND 45° BEND

IE=6291.87

SEE SHEET D-2 FOR

UTILITY BUILDING

CONNECTIONS AND

EQUIPMENT

F

P

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20 LF 1.5" HDPE

(WELL TO BLDG)

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SEE DETAIL

VIEW AT LEFT

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NOTES:

1. DO NOT DRILL WELL UNTIL EXISTING 2" HDPE

LINE LOCATION IS POSITIVELY CONFIRMED.

2. ADJUST NEW PIPELINE LOCATION IF NECESSARY

TO AVOID CROSSING EXISTING WATERLINE.

INSTALL 1.5" POLY VALVES

AND BOXES FOR SYSTEM

DRAINS - TYP OF 2 (SEE

SHEET D-4)

INSTALL 1.5" TEE TO WELL

STA. 0+45.5

INSTALL 1.5" TEE TO DRAIN

STA. 0+64.0

EXISTING GROUND

OVER PIPELINE

APPROXIMATE PIPE GRADE

EXCEPT WHERE SPECIFIC

ELEVATIONS ARE SHOWN

SEE SHEET D-2 FOR ALL

FITTINGS AND PIPING

WITHIN 5' OF BUILDING

30" MIN

1.5" HDPE WATERLINE

1.5"

HDPE

ELECTRICAL CONDUIT MAY BE RUN IN SAME

TRENCH. SEE TRENCH DETAIL - SHEET D-5

PROPOSED

FIN. GRADE

NEW

WELL

NEW

WELL

N E

W

-1 /2

" H D

P E

INSTALL 45° BEND

STA. 0+69.8

L

F

.5 " H

D P

E

STOR.

STORAGE

.5

" H D

P E

(S E

E P

R O

F

IL

E A

T R

IG

H

T

FINAL 12/092022

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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

United States Department of Agriculture Forest Service

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

PLAN AND PROFILE

STA. 2+40 TO 6+00

12/08/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-4 6 18

WATER SUPPLY LINE - STA. 2+40 TO 6+00

VERTICAL SCALE: 1" = 8'

HORIZONTAL SCALE: 1" = 40'

ADJUST ALIGNMENT

TO MEET SLEEVE

INSTALL 4" STEEL WATERLINE

SLEEVE ACROSS CHANNEL

STA. 3+35.1 TO 3+65.1

BEND PER ALLOWED RADIUS

STA.4+13.2

INSTALL HDPE x GSP

ADAPTOR AND 90° BEND

STA. 6+39.8

SEE SHEET W-5 FOR

TANK SITE DETAIL VIEW.

SEE SHEET D-3 FOR

TANK DETAILS.

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NOTES:

1. ADJUST NEW PIPELINE LOCATION IF NECESSARY

TO AVOID CROSSING.EXISTING WATERLINE.

2. POSITIVELY IDENTIFY ALL ELEVATIONS AND

LOCATIONS OF EXISTING LINE CONNECTIONS IN

THE VICINITY OF THE EXISTING TANK BEFORE

INSTALLING NEW TANK.

REPLACE EXISTING

DAYLIGHT DRAIN WITH

NEW TANK OVERFLOW

DRAIN (SEE SHEET D-4)

EXISTING GROUND

OVER PIPELINE

APPROXIMATE PIPE GRADE

EXCEPT WHERE SPECIFIC

ELEVATIONS ARE SHOWN

SEE SHEETS D-3 AND D-4 FOR

TANK AND MANWAY DETAILS

30" MIN

1.5" HDPE WATERLINE

ELECTRICAL CONDUIT MAY BE RUN IN SAME

TRENCH. SEE TRENCH DETAIL - SHEET D-5

(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)

PROPOSED

FIN. GRADE

1.5" HDPE WATERLINE 1.5" GSP

APPROXIMATE PIPE GRADE

EXCEPT WHERE SPECIFIC

ELEVATIONS ARE SHOWN

24" MIN

30" MIN

EXISTING GROUND

OVER PIPELINE

NEW

GAL

TANK

30 LF 4" GSP SLEEVE. SEE

NOTES THIS PAGE AND

DETAIL ON SHEET D-6.

EXIST 6" CMP SLEEVE.

DO NOT DISTURB.

SLEEVE NOTES:

1. CENTER A FULL 20' LENGTH OF SLEEVE ACROSS CREEK AND ADD EQUAL LENGTHS

TO EACH END TO OBTAIN THE REQUIRED LENGTH. ENSURE MINIMUM COVER OF 12"

AT LOWER END. CLOSELY MATCH THE INVERT ELEVATION OF EXISTING SLEEVE TO

MINIMIZE ADDITIONAL REDUCTION OF STREAM CHANNEL CAPACITY.

2. ELECTRICAL CONDUIT TO PASS THROUGH SLEEVE WITH WATERLINE. TRANSITION

CONDUIT ELEVATION AND LINE SEPARATION FROM 25' EACH SIDE OF SLEEVE.

3. ENSURE CONDUIT AND PIPE ABOVE CROSSING IS GRADED 2% MINIMUM TO DRAIN

TOWARD CONTROL BUILDING.

P

E

FINAL 12/092022

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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

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

TANK SITE

12/09/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-5 7 18

CUT AND CAP ABANDONED

2" HDPE SPRING SUPPLY

LINE (SEE NOTE 1)

UNIMPROVED ACCESS ROAD

INSTALL 1.5" 90° BEND

STA. 6+39.8

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NEW TANK OVERFLOW

DRAIN (SEE SHEET D-4)

EXISTING 1500 GAL FIBERGLASS

TANK TO REMAIN. INSTALL NEW

GASKETS UNDER MANWAY LIDS.

NOTES:

1. EXISTING 2" GSP SHOULD EXTEND 5' EACH SIDE OF EXISTING

CHLORINATOR MANHOLE. CONTRACTOR MAY UTILIZE THE EXISTING

THREADED HDPE/GSP ADAPTOR FOR CAPPING THE LINE.

2. CRITICAL - SET NEW TANK ELEVATION TO ENSURE THE OVERFLOW

ELEVATION MATCHES THE EXISTING TANK OVERFLOW.

3. AFTER INSTALLING GASKETS ON EXISTING TANK MANWAY LIDS,

ENSURE THE LOCKBARS FULLY ENGAGE INTO THE LOCK BOX. IF

THEY DO NOT, GRIND DOWN LOCKBAR WEDGES OR ENGAGEMENT

SLOTS TO ENSURE A PROPER ENGAGEMENT AND FIT.

REMOVE EXISTING

CHLORINATOR AND

MANHOLE

CUT EXISTING 2" GSP. INSTALL:

1.5" HDPE/GSP ADAPTOR

1.5" TEE 90°

(2) 1.5" VALVES AND BOXES

1.5" X 2" REDUCER

CONNECT TO EXIST 2" GSP

INSTALL 1.5" TEE WITH

PLUG ON NORTH LEG

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INSTALL 2000 GALLON STAINLESS STEEL TANK.

SEE SHEET D-3 FOR DETAILED PLUMBING.

CUT GSP DRAIN LINE

AND INSERT 2" TEE

CUT HDPE DISTRIBUTION

LINE AND INSERT 2" TEE

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INSTALL NEW SAMPLING

TAP AND UTILITY BOX (SEE

SHEET D-5 FOR DETAIL)

FINAL 12/092022

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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

United States Department of Agriculture Forest Service

/8/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

CAMPGROUND

HYDRANTS AND DRAINS

12/09/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

W-6 8 18

E

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INSTALL DAYLIGHT DRAIN

ON END OF 1" DRAIN LINE

(SEE SHEET D-4)

NOTES:

1. VERIFY ALL PIPE LOCATIONS AND SIZES BEFORE INSTALLING

DRAINS, TEE CAPS, ETC.

2. VERIFY DRAIN VALVE IN SOUTH MANHOLE FUNCTIONS PROPERLY.

NOTIFY CONTRACTING OFFICER IF VALVE NEEDS REPLACEMENT.

REMOVE EXISTING HYDRANT

AND CAP TEE AT MAIN LINE

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REMOVE EXISTING HYDRANT

AND CAP TEE AT MAIN LINE

REMOVE EXISTING DRAIN AND

MANHOLE. CAP DRAIN AT TEE.

INSTALL NEW 1" VALVE

AND BOX ON DRAIN LINE

BELOW HYDRANT TEE.

EXTEND 1" DRAIN LINE 5' AND

INSTALL NEW DAYLIGHT DRAIN

(SEE SHEET D-4). EXCAVATE

TRENCH TO PROVIDE AIR GAP

BELOW OUTLET.

EXISTING DRAIN VALVE MANHOLE

(SEE NOTE 2 ABOVE)

FINAL 12/092022

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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

United States Department of Agriculture Forest Service

/9/

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

WELL CONSTRUCTION

AND PUMP

INSTALLATION DETAILS

12/09/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

D-1 9 18

FINAL 12/092022

AutoCAD SHX Text WELL INSTALLATION NOTES: 1. DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 10 GPM OF WATER DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 10 GPM OF WATER WITHOUT SIGNIFICANT DRAWDOWN. ACTUAL DEPTH OF WELL MAY VARY BETWEEN 200 FEET AND 350 FEET. 2. THE WATER BEARING FORMATION IS EXPECTED TO BE SHALE/BEDROCK. THE WATER BEARING FORMATION IS EXPECTED TO BE SHALE/BEDROCK. 3. THE 12" OVERSIZE BOREHOLE, CEMENT GROUT SEAL, AND 8" STEEL CASING THE 12" OVERSIZE BOREHOLE, CEMENT GROUT SEAL, AND 8" STEEL CASING SHALL EXTEND THROUGH THE FIRST IMPERMEABLE LAYER (IF PRESENT WITHIN 100'), BUT MUST ALSO EXTEND AT LEAST 50' BELOW GRADE. 4. IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' BELOW THE GROUT SEAL (OR 10' BELOW THE DEPTH THAT THE FORMATION CAN SUPPORT ITSELF) 5. THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND HDPE PIPE WILL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER BEFORE DRILLING. 6. THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE EXISTING GROUND SO THAT WHEN THE AREA AROUND THE CASING IS GRADED, THE CASING WILL EXTEND TO THE DISTANCE INDICATED ABOVE FINAL GROUND. 7. SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION OF THE WELL. 8. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. 9. INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN CAUSED BY SETTLING SOILS. THE SWING JOINT SHALL CONSIST OF TWO 90-DEG. GALVANIZED STEEL ELBOWS. THE ORIENTATION OF THE SWING JOINT SHALL BE SUCH THAT ANY SETTLING THAT OCCURS WILL TIGHTEN THE THREADS.

AutoCAD SHX Text

1-1/2" HDPE

AutoCAD SHX Text WELL PUMP INSTALLATION NOTES: 1. PUMP IS DESIGNED TO DELIVER A MINIMUM OF 3.9 GPM UNDER PUMP IS DESIGNED TO DELIVER A MINIMUM OF 3.9 GPM UNDER THE FOLLOWING CONDITIONS: - MAXIMUM DRAWDOWN IS 10 FEET. - TOTAL DYNAMIC HEAD OF 415 FEET. - SOLAR POWER INPUT OF 0.54 KW 2. IF WELL DEPTH TO WATER IS NOT WITHIN THE RANGE OF 200 IF WELL DEPTH TO WATER IS NOT WITHIN THE RANGE OF 200 TO 350 FEET, AN ALTERNATE PUMP OR SOLAR PANEL ARRAY WILL BE SELECTED BY THE CONTRACTING OFFICER. 3. PUMP SHALL BE A GRUNDFOS, MODEL 6 SQF-3, OR AN PUMP SHALL BE A GRUNDFOS, MODEL 6 SQF-3, OR AN APPROVED EQUAL. 4. THE SOLAR ELECTRICAL SYSTEM IS DESIGNED TO DELIVER A THE SOLAR ELECTRICAL SYSTEM IS DESIGNED TO DELIVER A MAXIMUM OF 1900 GAL/DAY.

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IMPERMEABLE LAYER

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EXISTING GROUND

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EXISTING GROUND

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SLOPE 2%

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WELL INSTALLATION DETAIL NO SCALE

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SUBMERSIBLE PUMP INSTALLATION DETAIL NO SCALE

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1-1/2" HDPE

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TO UTILITY BUILDING

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ELECTRICAL CONDUIT

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2-INCH PVC SLEEVE FOR AIRLINE TUBING

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2% SLOPE

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NEAT CEMENT GROUT SEAL

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12" OVERSIZE BOREHOLE FOR GROUT SEAL. WITHDRAW OVERSIZED CASING IF USED.

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8" STEEL CASING

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FIELD WELD PITLESS UNIT TO WELL CASING

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INSTALL PITLESS UNIT

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INSTALL LOCKABLE, SANITARY WELL CAP

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1/4-INCH COPPER AIRLINE TUBING FOR WATER LEVEL TESTING

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PULL PIPE

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INSTALL PUMP SERVICE CABLE

AutoCAD SHX Text INSTALL DISCHARGE PIPE 1-1/4" SCH 40 GSP OR FLEXIBLE POLYESTER FIBER-REINFORCED HOSE (OPTIONAL BID ITEM)

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WELL CASING

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INSTALL CHECK VALVE 2 FEET ABOVE PUMP

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INSTALL SUBMERSIBLE WELL PUMP INTAKE SHALL BE 2 FEET ABOVE TOP OF WELL SCREEN

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END AIRLINE TUBING APPROX. 2 FEET ABOVE PUMP (LEAVE OPEN - DO NOT CAP)

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1-1/4" PITLESS UNIT DISCHARGE

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INSTALL LOCKABLE, SANITARY WELL CAP

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AIRLINE TEST BLOCK

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TO UTILITY BUILDING

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WATER BEARING STRATA

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PUMP CURVE INFORMATION

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6" STAINLESS STEEL WELL SCREEN

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END OF 8" STEEL CASING

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6" PVC RISER CASING SCH. 80

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PACKER

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M

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UTILITY BUILDING NOTES

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

1. 1-1/2" HDPE

2. 1-1/2" HDPE TEE

3. 1-1/2" HDPE 90-DEG ELBOW

4. NOT USED

5. 1-1/2" HDPE DRAINLINE

6. 1-1/2" POLY CURB VALVE AND BOX

7. 1-1/2" HDPE/GSP TRANSITION FITTING

8. 1-1/2" TEE

9. 1-1/2" BALL VALVE

10. 1-1/2" GALVANIZED STEEL PIPE

11. FIRE HOSE ADAPTER W/ CAP (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

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

13. 1-1/2" X 1" BUSHING, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE INSTALLATION DETAIL ON THIS

SHEET.

14. 1" GALVANIZED STEEL PIPE

15. 1" UNION

16. 1" TEE WITH SMOOTH NOSED SAMPLE TAP

17. 1" CHECK VALVE

18. 1" TEE

19. 1" X 1" X 1/2 " TEE, 1/2" X 1/4" BUSHING, AND PRESSURE GAUGE WITH 1/4" BALL VALVE

20. 1" X 3/4" BUSHING, 3/4" HOSE BIB WITH VACUUM BREAKER, AND 10 FEET OF 3/4" RUBBER HOSE

21. 1" 90-DEG. ELBOW

22. 1" WYE STRAINER

23. 1" WATER METER (INCLUDE IDLER PIPE W/ METER)

24. WATER-POWERED CHLORINATOR

25. 1" X 1" X 3/4" TEE

26. 1" BALL VALVE

27. 3/4" BALL VALVE

28. 3/4" GALVANIZED STEEL PIPE

29. 3/4" 90-DEG. ELBOW

30. 3/4" PEX PIPE W/ MPT/FPT X COMPRESSION FITTINGS AS REQUIRED EACH END

31. 1-1/2" X 1" REDUCER, 1" BALL VALVE AND PRESSURE RELIEF VALVE

32. 10 GALLON CHLORINE SOLUTION CONTAINER

33. 3/8" POLYETHYLENE CHLORINE INJECTION TUBE (CONNECT TO CHLORINATOR)

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 NPT SCHRADER VALVE, PROVIDE AIR PUMP TO CHARGE LINE

38. WELL WATER DEPTH GAUGE, DIRECT READING

39. 1/4-INCH COPPER TUBING (INSTALL WITHIN 2-INCH PVC SLEEVE BETWEEN UTILITY BUILDING AND

WELL WITH SWEEPING BENDS)

40. PIPE SUPPORTS (UNISTRUT OR EQUAL)

41. 5" HDPE OR PVC PIPE SLEEVE

42. 10'-6"W X 12'-0"L X 8'-0"H PRECAST CONCRETE UTILITY BUILDING.

43. 16" X 16" GALVANIZED STEEL STATIONARY WALL LOUVER FROM METALLIC PRODUCTS MODEL

MPF-G (TYP), INSTALL TWO PER BUILDING.

44. 6" GRAVEL BASE

45. ELECTRICAL CONTROL BOX (SEE SHEET E-1)

46. CABLE STORAGE BOX (SEE SHEET E-1)

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

48. BINDER STORAGE CABINET. 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 BEND UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING.

5. MOUNT CHLORINATOR TO WALL AT AN ELEVATION NECESSARY TO KEEP THE FULLY EXTENDED

INJECTION ASSEMBLY ABOVE THE SOLUTION TANK FILL LINE.

1-1/2" HDPE TO

STORAGE TANK

1-1/2" HDPE

FROM WELL

1-1/2" HDPE

TO STORAGE

TANK

SET PIPE CENTERLINE AT

18" - 24" ABOVE FLOOR

10'-6"

18"

1-1/2" HDPE

1-1/2" HDPE

H

D P

E

H

D P

E

TO WELL

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SLOPE

TO

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TO

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TO

DRAIN

3'-0"

SHOULDER

(TYP)

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I N

AIR RELEASE

VALVE

BALL VALVE

INSTALL #24 MESH,

NON-CORRODIBLE

SCREEN ON END

EXISTING GROUND

FINAL GROUND

18"

18"

18"

1-1/2" HDPE

TO DAYLIGHT

DRAIN

TO DAYLIGHT DRAIN

CEILING

FLOOR

CEILING

FLOOR

18"

D O

O R

FINAL FLOOR TO SLOPE

TOWARDS DOORWAY AT

2% (1/4" PER FOOT)

18"

D O

O R

M

I N

8"

NOTE: CLAMP ASSEMBLY

TO UNISTRUT MOUNTED

TO WALL (APPROX. 30"

ABOVE FLOOR)

SECTION A-A

NOT TO SCALE

SECTION B-B

NOT TO SCALE

AIR RELEASE

VALVE INSTALLATION

NOT TO SCALE

UTILITY BUILDING

PLAN VIEW

NOT TO SCALE

DETAIL A

NOT TO SCALE

A

INSTALL SWEEP BEND

UNDER SLEEVE TO

PREVENT KINKING OF

THE AIRLINE TUBING

SEE DETAIL A

SEE DETAIL B

KEEP CLEAR FOR

ELECTRICAL

DETAIL B

NOT TO SCALE

PIPE TO BE VENTED

1/2" GALV. STEEL

PIPE AND FITTINGS

1-1/2" HDPE

TO DAYLIGHT

DRAIN

SLOPE

TO

DRAIN

1'-0" MIN

TYP.

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

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

UTILITY BUILDING

PLUMBING PLAN

12/09/2022

K CARNES

K CARNES

R ANDERSON

FINAL

D-2 10 18

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PROJECT NAME

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United States Department of Agriculture Forest Service

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DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

TANK DETAILS

12/09/2022

K. CARNES

K. CARNES

R. ANDERSON

FINAL

D-3 11 18

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AutoCAD SHX Text STOCKPILE 6" OF TOPSOIL PRIOR TO EXCAVATION. USE STOCKPILED TOPSOIL FOR TOP 4" OF BACKFILL

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UNDISTURBED EXISTING GROUND OR FILL MATERIAL COMPACTED TO 95% OF ASTM D 698

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UNDISTURBED EXISTING GROUND

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PERIMETER DRAIN

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TRANSITION PERFORATED PVC TO SOLID PVC

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INSTALLATION SCHEMATIC NOT TO SCALENOT TO SCALE

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TANK BEDDING AND BACKFILL END VIEWEND VIEW

AutoCAD SHX Text NOTES: 1. THE NEW STAINLESS STEEL WATER STORAGE TANK SHALL BE DESIGNED FOR THE FOLLOWING: THE NEW STAINLESS STEEL WATER STORAGE TANK SHALL BE DESIGNED FOR THE FOLLOWING: - NOMINAL LIQUID CAPACITY OF 2500 GALLONS. NOMINAL LIQUID CAPACITY OF 2500 GALLONS. - EXTERNAL DESIGN PRESSURE - THE TANK (EMPTY) SHALL BE DESIGNED TO WITHSTAND BURIAL EXTERNAL DESIGN PRESSURE - THE TANK (EMPTY) SHALL BE DESIGNED TO WITHSTAND BURIAL IN SEVEN FEET OF WATER SATURATED SOIL OVERBURDEN AND SHALL BE ABLE TO WITHSTAND SURFACE H-20 AXLE LOADS 2. ALL PIPING SHALL BE SLOPED A MINIMUM OF 2% TO DRAIN. ALL PIPING SHALL BE SLOPED A MINIMUM OF 2% TO DRAIN. 3. CONNECT TO STORAGE TANK WITH THREADED NPT OR FLANGED FITTINGS. ALL FITTINGS ON THE STORAGE CONNECT TO STORAGE TANK WITH THREADED NPT OR FLANGED FITTINGS. ALL FITTINGS ON THE STORAGE TANK SHALL BE 3000 LB. RATED. 4. CLEARING AND GRUBBING OF THE TANK INSTALLATION SITE SHALL BE COMPLETED PRIOR TO BEGINNING CLEARING AND GRUBBING OF THE TANK INSTALLATION SITE SHALL BE COMPLETED PRIOR TO BEGINNING ANY EXCAVATION. 5. TANK BEDDING MATERIAL IMMEDIATELY SURROUNDING THE TANK SHALL BE PEA GRAVEL OR CRUSHED TANK BEDDING MATERIAL IMMEDIATELY SURROUNDING THE TANK SHALL BE PEA GRAVEL OR CRUSHED STONE AS REQUIRED BY THE TANK MANUFACTURER. OBTAIN MATERIAL FROM A COMMERCIAL SOURCE. 6. CRITICAL: TANK OVERFLOW INVERT SHALL MATCH THE TANK OVERFLOW INVERT OF THE EXISTING TANK. CRITICAL: TANK OVERFLOW INVERT SHALL MATCH THE TANK OVERFLOW INVERT OF THE EXISTING TANK. TANK OVERFLOW INVERT SHALL MATCH THE TANK OVERFLOW INVERT OF THE EXISTING TANK. CONTRACTING OFFICER SHALL APPROVE TANK ELEVATION PRIOR TO BACKFILLING. 7. THE CONTROL VALVES SHALL BE INSTALLED WITH AT LEAST 30" OF COVER. ALL OF THE TANK, EXCEPT THE CONTROL VALVES SHALL BE INSTALLED WITH AT LEAST 30" OF COVER. ALL OF THE TANK, EXCEPT ACCESS OPENINGS, SHALL HAVE AT LEAST 18" OF COVER. 8. FABRICATE AND INSTALL TWO 30" DIAMETER ACCESS OPENINGS PER TANK. SEE DETAIL, SHEET D-4.. FABRICATE AND INSTALL TWO 30" DIAMETER ACCESS OPENINGS PER TANK. SEE DETAIL, SHEET D-4.. 9. THE TANK SHALL BE FITTED WITH A LADDER FOR ACCESS OPENING "A". THE TANK SHALL BE FITTED WITH A LADDER FOR ACCESS OPENING "A". 10. SEE DETAIL "A", SHEET D-6 FOR TANK OVERFLOW DRAIN DETAIL. SEE DETAIL "A", SHEET D-6 FOR TANK OVERFLOW DRAIN DETAIL. 11. INSTALL GRADE LEVEL ACCESS BOX FOR WATER LEVEL SENSOR/CONTROLS. INSTALL GRADE LEVEL ACCESS BOX FOR WATER LEVEL SENSOR/CONTROLS. 12. TWO BAGGED ANODES SHALL BE INSTALLED WITH THE TANK. DOCUMENT LOCATION OF ANODES WITH TWO BAGGED ANODES SHALL BE INSTALLED WITH THE TANK. DOCUMENT LOCATION OF ANODES WITH PHOTOS AND SUBMIT TO CONTRACTING OFFICER. SEE SPECIFICATIONS SECTION 221200 FOR INSTALLATION INFORMATION. 13. ALL HARDWARE IN CONTACT TANK METAL, INCLUDING BOLTS, NUTS, WASHERS, CONDUITS AND LOCK NUTS ALL HARDWARE IN CONTACT TANK METAL, INCLUDING BOLTS, NUTS, WASHERS, CONDUITS AND LOCK NUTS SHALL BE STAINLESS STEEL. CONNECTIONS TO DISSIMILAR METALS SHALL UTILIZE DIELECTRIC FITTINGS OR OTHER MEANS TO PREVENT GALVANIC CORROSION. 14. COMPLETELY SURROUND TANK BEDDING MATERIAL WITH FILTER FABRIC. COMPLETELY SURROUND TANK BEDDING MATERIAL WITH FILTER FABRIC. 15. INSTALL VENT ACCORDING TO DETAIL "D" ON SHEET D-6.INSTALL VENT ACCORDING TO DETAIL "D" ON SHEET D-6.

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SLOPE -2%

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LADDER

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NATIVE BACKFILL OR SELECT BORROW

AutoCAD SHX Text PIPING LEGEND: 90 DEGREE ELBOW TEE HIGH DENSITY POLYETHYLENE PIPE (160 PSI) GALVANIZED STEEL PIPE (SCH 40) POLYVINYL CHLORIDE PIPE (SCH 30) TANK AND LINE VENT - 1 1/2" VENT WITH #24 MESH SCREEN. INSTALL 24" ABOVE FINISHED GROUND LINE.

AutoCAD SHX Text

1 1/2"GSP

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SLOPE TANK -2%

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PERIMETER DRAIN 3" PERF. PVC

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SUPPLY LINE AT BOTTOM EDGE OF TANK

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OVERFLOW LINE INVERT 4" BELOW TOP OF TANK (SEE NOTE 6)

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3" PVC DRAIN

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2" GSP

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INSTALL TANK OVERFLOW DRAIN ON EX. 2" GSP

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HDPE

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GSP

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FLOW

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TANK BEDDING MATERIAL

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NATURAL GROUND

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INLET LINE INVERT 4" BELOW TOP OF TANK

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1-1/2" GSP INLET

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1 1/2" CURB VALVE & BOX (TYP. OF 2)

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2" HDPE SUPPLY

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2" FLANGED OPENING

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FILTER FABRIC BETWEEN BEDDING AND SUBSEQUENT BACKFILL

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FILTER FABRIC BETWEEN BEDDING AND SUBSEQUENT BACKFILL

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2" NOMINAL PIPE FLANGE DETAIL

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FOUR 3/4" DIAMETER MOUNTING HOLES ON 4-3/4" DIAMETER BOLT CIRCLE

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GRADE LEVEL ACCESS BOX, SEE NOTE 12

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1 1/2" GSP VENT, SEE DETAIL "D", SHEET D-6

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NEW 2000 GAL WATER STORAGE TANK

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1 1/2" GSP VENT LINE INSTALL AT 12 O'CLOCK POSITION ON TANK

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EXIST 1500 GAL WATER STORAGE TANK

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EX 3" PVC DRAIN

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EX 2" GSP DRAIN

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WRAP EX OUTLET WITH 1/4" WIRE MESH

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EXIST 1" GSP VENT

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2" GSP OUTLET

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2" GSP OVERFLOW

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1 1/2" GSP

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2" CURB VALVE & BOX (TYP. OF 2)

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PVC

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INSTALL 3/4" SAMPLE TAP OFF EXISTING TANK OUTLET SEE DETAIL "A", SHEET D-5

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1 1/2" HDPE FROM WELL

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PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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OFSHEET

United States Department of Agriculture Forest Service

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DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

TANK MANWAY

DETAILS

12/09/2022

K CARNES

K CARNES

R. ANDERSON

FINAL

D-4 12 18

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LOCK PLATE DETAILS

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LOCK PLATE #1

AutoCAD SHX Text NOTES: ACCESS OPENING AND COVER TO BE CONSTRUCTED OF 1/4" STEEL PLATE EXCEPT FOR WEDGE BAR AND LOCK PLATES WHICH SHALL BE OF DIMENSIONS SHOWN ON DRAWINGS. HOT DIP GALVANIZE ENTIRE UNIT AFTER FABRICATION. LOCK PLATES TO BE MOUNTED SUCH THAT BOTTOM OF OPENING IS 1/4" ABOVE MANWAY WALL. AFTER GASKET IS INSTALLED, LOCK BAR SHALL WEDGE FIRMLY IN PLATES WITH BAR HOLE WITHIN THE CENTER 2" OF ENCLOSURE BOX.

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LOCK PLATE #2

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ACCESS OPENING COVER

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PLAN VIEW

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WEDGE BAR DETAILS

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ELEVATION

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PLAN

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ELEVATION

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SECTION

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LOCK PLATE #1

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LOCK PLATE #2

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LOCK ENCLOSURE BOX

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58" DIAMETER HOLE

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12" DIAMETER STEEL ROD

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LOCK PLATE #2

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LOCK PLATE #1

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2'-8" DIAMETER

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TYP.

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4 RUNGS ON 12" CENTERS (ACCESS OPENING "A" ONLY)

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AutoCAD SHX Text NOTE: IF PIPE COUPLING IS NOT TO BE USED FOR ELECTRICAL CONDUIT, INSTALL WATERTIGHT GSP CAP ON BOTH ENDS

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2" PIPE COUPLING WITH 2" NPT THREADS ON BOTH ENDS (ACCESS OPENING "B" ONLY)

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TOP OF TANK

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TOP OF MANWAY WALL

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United States Department of Agriculture Forest Service

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DEER CREEK

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WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

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K CARNES

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R. ANDERSON

FINAL

D-5 13 18

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FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES.

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LOCKING TYPE LID

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BUFFALO TYPE CURB BOX.

AutoCAD SHX Text 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.

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ADJUSTABLE VALVE BOX

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PENTAGON KEY

AutoCAD SHX Text 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.

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VALVE OPERATING WRENCH

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SOCKET TO FIT SQUARE NUT, SIZE MAY VARY.

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HEAT FUSION JOINT (TYP.)

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HDPE PIPE

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VALVE AND EXTENSION

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- POLY VALVES AND CURB BOXESPOLY VALVES AND CURB BOXES

AutoCAD SHX Text INSTALL ONE STATIONARY ROD WITH EACH METAL VALVE THAT IS PROVIDED WITH A CURB BOX. LENGTH TO BE SUCH THAT THE TOP OF THE ROD IS WITHIN 12" OF THE TOP OF THE CURB BOX.

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STATIONARY ROD

AutoCAD SHX Text USE "MARK II ORISEAL" VALVES ON ALL LINES UP TO 2" WITH MINNEAPOLIS PATTERN OR EQUAL.

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- METAL VALVES AND CURB BOXES - 2" AND SMALLERMETAL VALVES AND CURB BOXES - 2" AND SMALLER

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VALVES 2" AND SMALLER

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OPERATING WRENCH

AutoCAD SHX Text FURNISH ONE OPERATING WRENCH FOR EACH FIVE (OR FRACTION THEREOF) CURB BOXES. LENGTH TO BE 2 FEET.

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UNION

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CURB BOX

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UNION

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GALVANIZED STEEL COUPLING TO FIT MINNEAPOLIS THREADS.

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GALVANIZED STEEL PIPE, ADJUST HEIGHT AS NEEDED. (NOT TO BE USED IN ROADWAYS)

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GALVANIZED STEEL CAP

AutoCAD SHX Text FURNISH VALVE EXTENSION FOR EACH DEEP VALVE AS NEEDED TO EXTEND TO WITHIN 48" OF GROUND LEVEL.

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GROUND SURFACE

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6" OF COARSE GRAVEL

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SAMPLING TAP AND BOX PROFILE NO SCALE

AutoCAD SHX Text BOX NOTES: 1. GRADE ALL PIPE A MINIMUM OF 2% TO DRAIN. GRADE ALL PIPE A MINIMUM OF 2% TO DRAIN. 2. SUPPORT RISER PIPE WITH UNISTRUT ATTACHED TO CMP WALL OR OTHER SUPPORT RISER PIPE WITH UNISTRUT ATTACHED TO CMP WALL OR OTHER APPROVED METHOD, TO MAINTAIN PLUMB POSITION. 3. FIELD LOCATE BOX SO AS NOT TO INTERFERE WITH EXISTING VALVE BOX, FIELD LOCATE BOX SO AS NOT TO INTERFERE WITH EXISTING VALVE BOX, VENT PIPE, AND TANK; NOR PLACE OVER THE NEW WATER LINE FROM THE WELL. BOX MAY BE PLACED OVER THE EXISTING LINE AND NEW TEE.

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12" SMOOTH ROD HANDLE WELDED TO LID

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10 GAGE GALVANIZED STEEL

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12" SMOOTH ROD HANDLE

AutoCAD SHX Text 1"x1"x " IRONS 316" IRONS SPOT WELD EVERY 12"

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12" SMOOTH ROD HANDLE WELDED TO LID

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LID PROFILE NO SCALE

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LID PLAN VIEW NO SCALE

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LID PROFILE SECTION-A NO SCALE

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AutoCAD SHX Text LID NOTES: 1. VERIFY CMP DIMENSIONS PRIOR TO LID FABRICATION. VERIFY CMP DIMENSIONS PRIOR TO LID FABRICATION. 2. LID TO HAVE " CLEARANCE ON ALL SIDES WHEN SET LID TO HAVE " CLEARANCE ON ALL SIDES WHEN SET 14" CLEARANCE ON ALL SIDES WHEN SET ON BOX.

AutoCAD SHX Text 3/16" x 3' UNCOATED CHAIN, EACH SIDE (LOCK IN CENTER)

AutoCAD SHX Text 1"x1"x " 316" ANGLE IRON

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3/4" ELBOW AND SMOOTH-NOSE HOSE BIB

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COUPLING FITTING

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UNISTRUT SUPPORT

AutoCAD SHX Text INSERT 2"x3/4" TEE AND 2" UNION INTO EXIST. 2" GSP

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3/4" GSP

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- SAMPLING TAP AND ACCESS BOXSAMPLING TAP AND ACCESS BOX

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B

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

8/3 0/2

2 1 6:

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INTERMOUNTAIN REGION

DEER CREEK

GUARD STATION

WATER WELL

BRIDGER-TETON

NATIONAL FOREST

GREYS RIVER DISTRICT

DRAINS, TRENCH CROSS

SECTION, AND

SCREENED VENT

DETAILS

12/09/2022

K CARNES

K CARNES

R. ANDERSON

FINAL

D-6 14 18

FINAL 12/092022

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.

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PIPE SIZE

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SUCTION STRAINER DIAMETER

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NATURAL GROUND

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- DAYLIGHT DRAIN WITH RODENT DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET

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STAINLESS STEEL PIPE CLAMPS OVER MESH (2 REQUIRED)

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14 MESH 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.

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14 C.Y. SMALL STONE RIPRAP

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SLOPE TO DRAIN (MIN 2%)

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GSP (SEE NOTE 2)

AutoCAD SHX Text TRENCHING NOTES: 1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT 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.