Updated ATtachment 7 Lee Creek CG Plans - Signed.pdf

VICINITY MAP

MISSOULA DISTRICT RANGER

FOREST ENGINEER

RECOMMENDED:

REVIEWED:

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICECOVER & SHEET INDEX

REGION ONE

WATER SYSTEM IMPROVEMENT PLANS FOR

LOLO NATIONAL FOREST

MISSOULA RANGER DISTRICT

MISSOULA COUNTY, MONTANA

LOLO NATIONAL FOREST

LOLO NATIONAL FOREST

FOREST SUPERVISOR

APPROVED:

LOLO NATIONAL FOREST

MONTANA INDEX MAP

OPTION C HYDRANT 6

EXISTING CONDITIONS

GENERAL NOTES

PLUMBING DIAGRAM

SEC. 18 & 19, T. 11 N., R. 23 W.

WATER SYSTEM DETAILS

DATE

DATE

DATE

NORTH LOOP WATERLINE

PROJECT LOCATION

SITE PLAN

LOCATION MAP

PROJECT LOCATION

SOUTH LOOP WATERLINE

OPTION A BUILDING PLAN8

DIRECTOR OF ENGINEERING

APPROVED:

NORTHERN REGION

DATE

HYDRANT CONNECTION DETAILS11

HYDRANT PLUMBING AND POST REPLACEMENT DETAILS12

CATINA

MCLEAN

Digitally signed by

CATINA MCLEAN

Date: 2023.09.08 08:56:16 -06'00'

CRYSTAL

STONESIFER

Digitally signed by

CRYSTAL STONESIFER

Date: 2023.09.12 15:47:21 -06'00'

JEREMY

CASTERSON

Digitally signed by

JEREMY CASTERSON

Date: 2023.10.16 15:45:43 -06'00'

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE GENERAL NOTES

DECEMBER 15, 2023 LOMMASSON KEGEL 2

GENERAL:

1. THE CONTRACTOR SHALL NOT CUT OR DAMAGE TREES OR TREE ROOTS DURING CONSTRUCTION OPERATIONS WITHOUT APPROVAL OF THE C.O.

2. THE CONTRACTOR SHALL USE CHAINED TRENCHERS TO THE EXTENT POSSIBLE TO INSTALL WATER MAINS AND SERVICES.

3. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE PROJECT AREAS.

4. THE FOREST SERVICE WILL MARK THE WATER MAIN ALIGNMENT. ANY DEVIATION FROM THE MARKED ALIGNMENT MUST BE APPROVED BY THE C.O.

5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY'S STANDARDS OR APPROVED DEVIATIONS FROM THOSE STANDARDS.

6. IT IS ANTICIPATED THAT SOME EXPLORATORY EXCAVATION WILL BE REQUIRED TO LOCATE EXISTING WATER SERVICE CONNECTIONS OR LINE BRANCHES FOR HYDRANTS.

7. THE CONTRACTOR SHALL KEEP A SET OF AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES AND UPDATE THOSE DRAWINGS DAILY.

8. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO PERFORM WORK.

9. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED.

UTILITY LOCATES:

1) ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE.

2) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATIONS OF ALL UTILITIES.

3) UTILITIES AT THE SITES INCLUDE BUT ARE NOT LIMITED TO; SANITARY SEWER, ELECTRIC, FIBER OPTIC CABLE AND WATER DISTRIBUTION.

4) THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES NOT SCHEDULED FOR REMOVAL/ABANDONMENT. ANY UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT NO COST TO THE OWNER.

5) THE CONTRACTOR IS REQUIRED TO GIVE 72-HOUR ADVANCED NOTICE TO ALL UTILITY COMPANIES WHOSE UTILITIES MAY BE WITHIN THE PROJECT AREA OF PENDING CONSTRUCTION. EXISTING UTILITIES MAY EXIST AT

LOCATIONS NOT SHOWN ON THE PLANS. A MONTANA 1-CALL SYSTEM EXISTS TO FACILITATE REQUESTS FOR UNDERGROUND FACILITY LOCATE INFORMATION.

6) THE CONTRACTOR IS CAUTIONED THAT ALL UTILITIES ARE NOT INCLUDED WITH THE 1-CALL SYSTEM.

EROSION/SEDIMENT CONTROL:

1) THE CONTRACTOR SHALL PRACTICE BEST MANAGEMENT PRACTICES TO MINIMIZE EROSION AND SEDIMENT RUNOFF.

2) THE CONTRACTOR SHALL USE A SEED MIX SUPPLIED BY THE FOREST SERVICE.

3) ANY MULCH USED MUST BE CERTIFIED WEED FREE.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE EXISTING CONDITIONS

DECEMBER 15, 2023 LOMMASSON KEGEL 3

N

SCALE IN FEET

0 1" = 100'

LEE CREEK CAMPGROUND - PLAN VIEW

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HWY 12

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EXISTING WATER PIPE

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EXISTING HYDRANT #6

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EXISTING HYDRANT #7

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EXISTING HYDRANT #1

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EXISTING HYDRANT #2

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EXISTING WELL HOUSE

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LEE CREEK ROAD

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EXISTING CONCRETE RESERVOIR TO BE DEMOLISHED

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EXISTING HYDRANT #4

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EXISTING HYDRANT #5

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EXISTING SPIGOT TO BE REMOVED

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PROJECT NAME

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1. EXISTING WATER LINE SYSTEM TO BE EXISTING WATER LINE SYSTEM TO BE DECOMMISSIONED IN PLACE. 2. EXISTING DECOMMISSIONED CONCRETE BOX EXISTING DECOMMISSIONED CONCRETE BOX RESERVOIR (6'W X 3'D X 4'H) TO BE DEMOLISHED BY HAVING LID AND ROOF CRUSHED INTO THE VOID AND FILLED TO EXISTING GROUND LEVEL WITH COMMON BORROW AND THEN RE-SEEDED. THE RESERVOIR CAN BE ACCESSED FROM A DECOMMISSIONED ROAD OR FROM A FIRE BREAK, EITHER ROUTE WILL REQUIRE LOGS CUT OUT OF THE PATH. CONTRACTOR SHALL REDUCE DISTURBANCE TO THIS ACCESS ROUTE AND ONLY REMOVE LARGE WOODY DEBRIS THAT ARE NECESSARY FOR TRAVEL. DISTANCE ALONG THESE ROUTES IS APPROXIMATELY 800' OR LESS BUT IS IN ADEQUATE CONDITION FOR TRACKED "MINI-EXCAVATOR". 3. EXISTING HYDRANT #4 CONSISTS OF ROTTEN EXISTING HYDRANT #4 CONSISTS OF ROTTEN WOOD AND WILL BE DEMOLISHED. THIS HYDRANT IS NOT ONE OF THE HYDRANTS THAT WILL BE RELOCATED.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE SITE PLAN

DECEMBER 15, 2023 LOMMASSON KEGEL 4

N

SCALE IN FEET

0 1" = 100'

LEE CREEK CAMPGROUND - SITE PLAN

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HWY 12

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1 " HDPE 12" HDPE PROPOSED WATER LINE

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EXISTING WATER PIPE

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PROPOSED HYDRANT #4 EL:1009.79

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EXISTING HYDRANT #6

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EXISTING HYDRANT #7

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EXISTING HYDRANT #1

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EXISTING WELL HOUSE

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LEE CREEK ROAD

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EXISTING CONCRETE RESERVOIR TO BE DEMOLISHED

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SST

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PROPOSED HYDRANT #1 EL:983.64

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PROPOSED HYDRANT #2 EL:990.86

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EXISTING HYDRANT #4

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EXISTING HYDRANT #5

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SST

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OPTIONAL HYDRANT #6 EL:996.98

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EXISTING SPIGOT TO BE REMOVED

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1" HDPE PROPOSED WATER LINE

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1 " HDPE 12" HDPE PROPOSED WATER LINE

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1 " HDPE 12" HDPE PROPOSED WATER LINE

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OPTIONAL 1" HDPE PROPOSED WATER LINE

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PROJECT NAME

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1. WATER LINE LOCATION IS WATER LINE LOCATION IS APPROXIMATE FOR DISPLAY PURPOSES. COORDINATE WITH C.O. TO INSTALL WATER LINE WITH MINIMAL IMPACT TO CAMPGROUND AND TREES. 2. EXISTING WATER LINE SYSTEM TO EXISTING WATER LINE SYSTEM TO BE DECOMMISSIONED IN PLACE.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE SOUTH LOOP WATERLINE

DECEMBER 15, 2023 LOMMASSON KEGEL 5

N

SCALE IN FEET

0 1" = 100'

LEE CREEK CAMPGROUND - SOUTH LOOP WATERLINE

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1 " HDPE 12" HDPE PROPOSED WATER LINE

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EXISTING HYDRANT #1

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EXISTING WELL HOUSE

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LEE CREEK ROAD

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SST

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EL:980.56

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EL:991.04

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EL:997.45

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EL:1001.28

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EL:1000.53

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SST

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PROPOSED HYDRANT #1 EL:983.64

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EXISTING SPIGOT TO BE REMOVED

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1" HDPE PROPOSED WATER LINE

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EXISTING WELL HOUSE

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EXISTING GROUND

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NORTH LOOP CONNECTION TIE-IN POINT

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HYDRANT #2

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HYDRANT #1

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EXISTING HYDRANT #3-B

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WELL HOUSE CONNECTION

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PROPOSED 1 " IPS 12" IPS SDR 9 HDPE WATER LINE

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PROPOSED 1" IPS SDR 9 HDPE WATER LINE

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1. WATER LINE LOCATION IS WATER LINE LOCATION IS APPROXIMATE FOR DISPLAY PURPOSES. COORDINATE WITH C.O. TO INSTALL WATER LINE WITH MINIMAL IMPACT TO CAMPGROUND AND TREES. 2. EXISTING WATER LINE SYSTEM TO EXISTING WATER LINE SYSTEM TO BE DECOMMISSIONED IN PLACE.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE NORTH LOOP WATERLINE

DECEMBER 15, 2023 LOMMASSON KEGEL 6

N

SCALE IN FEET

0 1" = 75'

LEE CREEK CAMPGROUND - NORTH LOOP WATERLINE

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SOUTH LOOP CONNECTION TIE-IN POINT

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EXISTING GROUND

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ROAD CROSSING

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OPTIONAL HYDRANT #6 CONNECTION TIE-IN POINT

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HYDRANT #4

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INSTALL AIR RELIEF VALVE SEE DETAIL SHEET 10

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PROPOSED 1 " 12" IPS SDR 9 HDPE WATER LINE

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ROAD CROSSING

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1 " HDPE 12" HDPE PROPOSED WATER LINE

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1. WATER LINE LOCATION IS WATER LINE LOCATION IS APPROXIMATE FOR DISPLAY PURPOSES. COORDINATE WITH C.O. TO INSTALL WATER LINE WITH MINIMAL IMPACT TO CAMPGROUND AND TREES. 2. EXISTING WATER LINE SYSTEM TO EXISTING WATER LINE SYSTEM TO BE DECOMMISSIONED IN PLACE. 3. THE NORTH LOOP WATERLINE THE NORTH LOOP WATERLINE CROSSES ASPHALT PAVEMENT TWICE. CONTRACTOR IS RESPONSIBLE FOR PAVEMENT REPAIR AFTER THE WATERLINE IS INSTALLED. DIRECTIONAL DRILLING WILL BE ALLOWED BUT MUST BE APPROVED WITH THE C.O. 4. FIBER OPTIC CABLE IS KNOWN TO FIBER OPTIC CABLE IS KNOWN TO BE IN THE AREA DIRECTLY ADJACENT TO THE LEE CREEK CAMPGROUND ROAD. (APPROXIMATELY STATION 0+60). CONTRACTOR RESPONSIBLE FOR COORDINATING UTILITY LOCATES.

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EL:999.75

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE OPTION C HYDRANT #6

DECEMBER 15, 2023 LOMMASSON KEGEL 7

N

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LEE CREEK CAMPGROUND - OPTION C HYDRANT 6

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NORTH LOOP CONNECTION TIE-IN POINT

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EXISTING GROUND

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OPTIONAL HYDRANT #6

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OPTIONAL PROPOSED 1" IPS SDR 9 HDPE WATER LINE

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OPTIONAL HYDRANT #6 EL:996.98

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1. WATER LINE LOCATION IS WATER LINE LOCATION IS APPROXIMATE FOR DISPLAY PURPOSES. COORDINATE WITH C.O. TO INSTALL WATER LINE WITH MINIMAL IMPACT TO CAMPGROUND AND TREES. 2. EXISTING WATER LINE SYSTEM TO EXISTING WATER LINE SYSTEM TO BE DECOMMISSIONED IN PLACE.

1'-6"3'-0"3'-6"

TYPICAL END ELEVATION VIEW

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE OPTION A BUILDING PLAN

DECEMBER 15, 2023 LOMMASSON KEGEL 8

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AutoCAD SHX Text 16 GA. METAL DOOR FRAME AND LOCKING HANDLE LATCH. 3' ST DOOR W/ 8"x24" LOUVER INSTALLED BY SUPPLIER. DOOR TO BE PAINTED DARK BROWN

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2" BLOCKOUT FOR LIGHT

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GRADE TO

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DRAIN 2% MIN.

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GRADE TO

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DRAIN 2% MIN.

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18" METAL VENT PAINTED DARK BROWN

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CONCRETE SHAKE TEXTURE

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2" PVC FLOOR DRAIN OUTLET WITH SCREEN

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GRADE TO DRAIN TO DAYLIGHT

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BUILDING FLOOR PANEL

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3' X 3' X 4" THICK CAST IN PLACE CONCRETE PAD SLOPED 2% FROM BUILDING

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3/4" CRUSHED BASE COURSE

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BARNWOOD TEXTURE

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L. VENT

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VENTED DOOR

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VENTED DOOR

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L. VENT

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3" PENETRATION

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3" PENETRATION

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6" PENETRATION

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2" ELEC. PENETRATION

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ROOF DRIP LINE

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4" PRE-CAST CONCRETE WALL

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1 " PENETRATION 12" PENETRATION 7' FROM FLOOR

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3'X3'X4" CAST-IN-PLACE CONCRETE PAD

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3'X3'X4" CAST-IN-PLACE CONCRETE PAD

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2" LIGHT PENETRATION

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2" LIGHT PENETRATION

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CONCRETE SHAKE TEXTURE

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1 " PENETRATION 12" PENETRATION

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18" METAL VENT PAINTED DARK BROWN

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BUILDING FLOOR PANEL

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GRADE TO

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DRAIN 2% MIN.

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GRADE TO

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DRAIN 2% MIN.

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3' X 3' X 4" THICK CAST IN PLACE CONCRETE PAD SLOPED 2% FROM BUILDING

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2" BLOCK-OUT FOR ELECTRICAL ENTRANCE

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TOP OF PAD TO BE 1" BELOW DOOR THRESHOLD (TYP)

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GRADE SOIL 1" BELOW PAD (TYP)

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3/4" CRUSHED BASE COURSE

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BARNWOOD TEXTURE

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1. NEW PUMPHOUSE INSTALLATION WILL BE AN OPTIONAL ITEM AND IF INSTALLED WILL BE INSTALLED IN THE SAME LOCATION AND SIMILAR ORIENTATION AS THE EXISTING WELL PUMPHOUSE. 2. BUILDING FLOOR, WALLS AND ROOF TO BE PREFABRICATED AT SUPPLIER'S SITE AND SHIPPED TO THE SITE AS A FULLY CONSTRUCTED UNIT. 3. SUPPLIER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION THAT ARE STAMPED BY A P.E. IN THE STATE OF MONTANA. 4. BUILDING EXTERIOR ROOF FINISH SHALL BE TEXTURED WOOD SHAKE GRAY IN COLOR, WALL FINISH SHALL BE "BARNWOOD" VERTICAL SIDING AND THE COLOR DARK BROWN. WALL AND ROOF COLORS SHALL BE INTEGRAL TO THE CONCRETE. 5. BUILDING INTERIOR WALLS AND CEILING SHALL BE PAINTED WHITE. FLOOR SHALL BE PAINTED LIGHT GRAY. 6. PREPARATION OF BUILDING PAD SHALL CONSIST OF CLEARING SITE AREA OF ALL VEGETATION, ROOTS, SURFACE DEBRIS, AND OTHER ORGANIC MATERIAL. NATIVE SUBGRADE SHALL BE COMPACTED AS SPECIFIED IN THE PROJECT SPECIFICATIONS. PLACE 12" OF 3/4" MINUS CRUSHED BASE COURSE, COMPACTED AS REQUIRED IN SECTION 2300. SURFACE OF FILL SHALL BE SMOOTH AND LEVEL SO THAT BUILDING FLOOR PANEL IS UNIFORMLY SUPPORTED. FINAL FILL SURFACE IS TO BE INSPECTED AND APPROVED BY THE C.O. PRIOR TO BUILDING PLACEMENT. 7. BUILDING SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

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8'

16'

8' 6"

6" (TYP)

3'

3'

VERTICAL COMPONENT OF EXISTING WELLHOUSE REPLUMBING

EAST WEST

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE PLUMBING DIAGRAM

DECEMBER 15, 2023 LOMMASSON KEGEL 9

OPTION A NEW BUILDING

PLUMBING DIAGRAM:

OPTION B EXISTING BUILDING

PLUMBING DIAGRAM:

N

OPTION B NOTES:

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1 " UNION14" UNION

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1 " BALL VALVE14" BALL VALVE

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1 " 90-DEG BEND (TYP OF 3) 12" 90-DEG BEND (TYP OF 3)

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12" SMOOTH NOSE CHROME PLATED SAMPLING TAP, RAISED 24" ABOVE THE FLOOR

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PRESSURE SWITCH SET 40/60 PSI (ROUTE 3/4" CONDUIT TO ELEC PANEL)

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PRESSURE GAUGE 0-100 PSI

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SUPPORT BRACKET (TYP OF 8)

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CONNECT TO WELL 1" HDPE, 3' MIN BURY

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CONNECT TO DIST. HDPE, 3' MIN BURY

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1 " X 1 " TEE12" X 1 " TEE14" TEE

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4" FLOOR DRAIN

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AutoCAD SHX Text EXTEND 1-INCH LINE FROM BALL VALVE THROUGH HOLE IN PUMP HOUSE WALL. INSTALL 45 DEG. ELBOW AND 3-IN. LONG PIPE ON THE END POINTING DOWNWARD, SCREENED. CAULK ANNULAR SPACE BETWEEN PIPE AND BUILDING ON INTERIOR AND EXTERIOR. COLOR OF EXTERIOR CAULK TO MATCH BUILDING; INTERIOR CAULK TO BE WHITE.

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1% GRADE TO DRAIN

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1 " CHECK VALVE12" CHECK VALVE

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1" FROM WELL INSTALL 1 "X1" REDUCER12"X1" REDUCER

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L. VENT

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VENTED DOOR

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VENTED DOOR

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L. VENT

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BADGER METER MODEL 55 O.A.E.

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WELL-X-TROL MODEL WX-251 PRESSURE TANK (TYP OF 2)

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SEE SHEET 8 FOR FOR BUILDING DETAILS

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WATER METER BYPASS LOOP

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1" UNION (TYP OF 2)

AutoCAD SHX Text 1" BALL VALVE FOR PUMP TO WASTE LOOP FOLLOWED BY A 1" TEE CONNECTED TO A 1" 90 DEG. ELBOW FOR CONNECTING THE PRESSURE RELIEF VALVE.

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1 " X 1" REDUCER (TYP OF 2)12" X 1" REDUCER (TYP OF 2)

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12" SMOOTH NOSE CHROME PLATED SAMPLING TAP, RAISED 24" ABOVE THE FLOOR

AutoCAD SHX Text 1 " X 1" TEE IN THE VERTICAL ORIENTATION CONNECTED TO A 12" X 1" TEE IN THE VERTICAL ORIENTATION CONNECTED TO A PRESSURE RELIEF VALVE, 1" CAMPBELL RV-4, (PRESET TO 75 PSI) RESSURE RELIEF VALVE, 1" CAMPBELL RV-4, (PRESET TO 75 PSI)

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1 " TEE (TYP OF 5)12" TEE (TYP OF 5)

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LOOP

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1 " X 1" TEE12" X 1" TEE

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BADGER METER MODEL 55 O.A.E.

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1 " BALL VALVE12" BALL VALVE

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WATER METER BYPASS LOOP

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PRESSURE GAUGE 0 - 100 PSI

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PRESSURE SWITCH SET 40/60 PSI (ROUTE 3/4" CONDUIT TO ELEC PANEL)

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PRESSURE RELIEF VALVE, 1" CAMPBELL RV-4, (75 PSI)

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1" PVC PIPE, PRV DISCHARGE TO EXIT BUILDING, SEE PLAN VIEW

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90-DEG BEND COMING FROM PRESSURE TANKS

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1 " UNION (TYP OF 3)12" UNION (TYP OF 3)

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12 " SMOOTH NOSE CHROME PLATED SAMPLING TAP, MINIMUM 18" ABOVE THE FLOOR

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1 " 90-DEG BEND (TYP OF 3)12" 90-DEG BEND (TYP OF 3)

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SUPPORT BRACKET CONNECTED TO WALL (TYP OF 4)

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1 " X 1" TEE12" X 1" TEE

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1" BALL VALVE FOR PUMP TO WASTE LOOP

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1 " TO 1" REDUCER (TYP OF 2) 12" TO 1" REDUCER (TYP OF 2)

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1" TEE (TYP OF 2)

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1" 90 DEG ELBOW

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VERTICAL SUPPORT BRACKET (TYP OF 4)

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1 " TEE 12" TEE (TYP OF 7)

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1 " UNION 14" UNION (TYP OF 2)

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WELLMATE MODEL WM-12WB PRESSURE TANK

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1 " X 1 " REDUCER (TYP OF 2) 12" X 1 " REDUCER (TYP OF 2) 14" REDUCER (TYP OF 2)

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1 " BALL VALVE (TYP OF 7)12" BALL VALVE (TYP OF 7)

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1 " CHECK VALVE12" CHECK VALVE

AutoCAD SHX Text EXTEND 1" LINE FROM BALL VALVE THROUGH HOLE IN PUMPHOUSE WALL. INSTALL 45 DEG. ELBOW AND 3-INCH LONG PIPE ON THE END POINTING DOWNWARD, SCREENED. CAULK ANNULAR SPACE BETWEEN PIPE AND BUILDING ON INTERIOR AND EXTERIOR. COLOR OF EXTERIOR CAULK TO MATCH BUILDING; INTERIOR CAULK TO BE WHITE.

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HOSE BIB AT 45-DEG DOWN FOR DRAINAGE

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WELL-X-TROL MODEL WX-255 PRESSURE TANK

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VENTED DOOR

AutoCAD SHX Text NEW PLUMBING TO CONNECT TO EXISTING VERTICAL 1" GALVANIZED STEEL PIPE. INSTALL 1 "X1" REDUCER.12"X1" REDUCER.

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12 " SMOOTH NOSE CHROME PLATED SAMPLING TAP, MINIMUM 18" ABOVE THE FLOOR

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1. NEW PUMPHOUSE INSTALLATION WILL BE AN OPTIONAL ITEM AND IF INSTALLED WILL BE INSTALLED IN THE SAME LOCATION AND SIMILAR ORIENTATION AS THE EXISTING WELL PUMPHOUSE. 2. BUILDING FLOOR, WALLS AND ROOF TO BE PREFABRICATED AT SUPPLIER'S SITE AND SHIPPED TO THE SITE AS A FULLY CONSTRUCTED UNIT. 3. SUPPLIER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION THAT ARE STAMPED BY A P.E. IN THE STATE OF MONTANA. 4. BUILDING EXTERIOR ROOF FINISH SHALL BE TEXTURED WOOD SHAKE GRAY IN COLOR, WALL FINISH SHALL BE "BARNWOOD" VERTICAL SIDING AND THE COLOR DARK BROWN. WALL AND ROOF COLORS SHALL BE INTEGRAL TO THE CONCRETE. 5. BUILDING INTERIOR WALLS AND CEILING SHALL BE PAINTED WHITE. FLOOR SHALL BE PAINTED LIGHT GRAY. 6. PREPARATION OF BUILDING PAD SHALL CONSIST OF CLEARING SITE AREA OF ALL VEGETATION, ROOTS, SURFACE DEBRIS, AND OTHER ORGANIC MATERIAL. NATIVE SUBGRADE SHALL BE COMPACTED AS SPECIFIED IN THE PROJECT SPECIFICATIONS. PLACE 12" OF 3/4" MINUS CRUSHED BASE COURSE, COMPACTED AS REQUIRED IN SECTION 2300. SURFACE OF FILL SHALL BE SMOOTH AND LEVEL SO THAT BUILDING FLOOR PANEL IS UNIFORMLY SUPPORTED. FINAL FILL SURFACE IS TO BE INSPECTED AND APPROVED BY THE C.O. PRIOR TO BUILDING PLACEMENT. 7. BUILDING SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

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1. CONTRACTOR TO VERIFY THAT THE ENTIRE CONTRACTOR TO VERIFY THAT THE ENTIRE SYSTEM IS CAPABLE OF BEING "BLOWN-OUT" FOR WINTERIZATION. ALL VALVES, PIPES AND FITTINGS SHALL BE INSTALLED TO FACILITATE WINTERIZATION.

EXISTING WELL CAP DETAIL

2"x1" MJ TEE OR11

2" MJ X MJ

TAPPED TEE W/1" TAP

GALV. WOVEN WIRE CLOTH. 4X4

MESHES PER INCH. 0.026 WIRE.

1" COMBINATION AIR VALVE,

VALMATIC MODEL 201C.2, OR

APPROVED EQUAL

1" BALL VALVE, LEVER HANDLE

1" MINUS WASHED GRAVEL, OR

CRUSHED ROCK, COMPACTED

2" HDPE PIPE

2" HDPE PIPE

UNDISTURBED GROUND

1" G.S. RISER

GEOTEXTILE FABRIC

1" x 90 ° G.S. ELBOW

SCREENED VENT.

4" X 4" TREATED OR

REDWOOD POST

1" x 90 ° G.S. ELBOW

1" G.S. PIPE

PIPE JUNCTION DETAIL - PLAN VIEW

PIPE JUNCTION - ELEVATION VIEW

3"

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TYPICAL WATERLINE TRENCH DETAIL

ASPHALT ROAD CROSSING TRENCH DETAIL

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE WATER SYSTEM DETAILS

DECEMBER 15, 2023 LOMMASSON KEGEL 10

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EXISTING WELL CASING TO BE EXTENDED TO APPROXIMATELY 18" ABOVE GROUND ELEVATION

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APPROX. 6" ABOVE GROUND

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EXISTING GROUND

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AIR/VACUUM VALVE BOX

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1 " BALL VALVE (TYP.)12" BALL VALVE (TYP.)

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1 " CROSS12" CROSS

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1" BALL VALVE

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1" BALL VALVE W/ 3/4" F.N.P.T. AIR CONNECTION

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1 " HDPE PIPE (TYP.)12" HDPE PIPE (TYP.)

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1 " CROSS12" CROSS

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1 " HDPE PIPE (TYP.)12" HDPE PIPE (TYP.)

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1" BALL VALVE

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24" WELL COVER LID SEE NOTE 1

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EXISTING GROUND

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1" BALL VALVE REDUCED TO 3/4" F.N.P.T. AIR CONNECTION

AutoCAD SHX Text PLACE A MINIMUM 1/2 CUBIC YARDS OF 1 1/2" MINUS FREE DRAINING GRAVEL. SURFACE TO BE LEVEL

AutoCAD SHX Text 1 "x1" REDUCER12"x1" REDUCER

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PIPE SUPPORTS (TYP.) 3 PLACES (SEE NOTE 2)

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1 " COUPLER FOR PE 12" COUPLER FOR PE TO GALV. STEEL TRANSITION (TYP.)

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1 " COUPLER FOR PE TO GALV. 12" COUPLER FOR PE TO GALV. STEEL TRANSITION (TYP.)

AutoCAD SHX Text PIPE PENETRATIONS SHALL BE CUT AS NECESSARY TO ALLOW FOR PROPER INSTALLATION OF STRUCTURE

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24" CMP

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24" CMP

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1 " GALV. STEEL PIPE12" GALV. STEEL PIPE

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1 " GALV. STEEL PIPE (TYP.)12" GALV. STEEL PIPE (TYP.)

AutoCAD SHX Text JUNCTION NOTES 1) CONTRACTOR TO PROVIDE STEEL ACCESS LID FOR 24-INCH DIAMETER CORRUGATED METAL PIPE AS MANUFACTURED BY ROSCOE STEEL OR APPROVED EQUAL. LID SHALL BE DESIGNED TO BE SECURED BY BOLTING OR 2 LOCKING HASPS. IF BOLTED, ALL BOLTS SHALL BE STAINLESS STEEL. PAINT LID DARK BROWN. 2) PIPE SUPPORT BASES SHALL EITHER EXTEND TO UNDISTURBED SOIL OR HAVE 8" X 8" X 1/4" STEEL SUPPORT BASES TO SUPPORT PIPING. 3) IF OPTION C IS EXERCISED THEN THE AIR RELIEF VALVE WILL ALSO HAVE A TEE JUNCTION IN THE SAME BOX. INSTALL 3 BALL VALVES ON EACH SECTION OF THE TEE TO ISOLATE EACH LEG OF THE SYSTEM.

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1" TEE

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SLOT CMP FOR PIPE ACCESS (TYP OF 3)

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PIPE SUPPORT (TYP.)

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1 " UNION 12" UNION (TYP OF 6)

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8" MINIMUM TOPSOIL

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TYPE A TRENCH BACKFILL

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TYPE I BEDDING TO BE PLACED 6" ABOVE CROWN OF PIPE & 4" BELOW PIPE INVERT

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#14 INSULATED COPPER LOCATE WIRE TAPED TO CENTERLINE OF PIPE.

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DETECTABLE MARKING TAPE

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MATCH EXISTING BITUMINOUS SURFACE COURSE PAVEMENT (3" MINIMUM THICKNESS)

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EXISTING AGGREGATE BASE COURSE (IF PRESENT)

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EXISTING ASPHALT

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8" MINIMUM THICKNESS 34" MINUS BASE COURSE MINUS BASE COURSE

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TYPE A TRENCH BACKFILL

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TYPE I BEDDING TO BE PLACED 6" ABOVE CROWN OF PIPE & 4" BELOW PIPE INVERT

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DETECTABLE MARKING TAPE

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#14 INSULATED COPPER LOCATE WIRE TAPED TO CENTERLINE OF PIPE.

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CONNECTION TO RELOCATED HYDRANT

GALV. WOVEN WIRE CLOTH. 4X4

MESHES PER INCH. 0.026 WIRE.

POLYETHYLENE VALVE BOX WITH

BOLT DOWN COVER, 17" X 30" X 12"

WITH EXTENSIONS, OR OTHER SIZE

LARGE ENOUGH TO HOUSE VALVES

& APPURTENANCES

1" BALL VALVE, LEVER HANDLE

1" MINUS WASHED GRAVEL, OR

CRUSHED ROCK, COMPACTED

GEOTEXTILE FABRIC

CONNECT TO EXISTING

HYDRANT SERVICE

GALVANIZED PIPE 2' BOTH

SIDE OF VALVE 1" OR 1.5" HDPE SERVICE

NEW WATER MAINADAPTER (TYP)

1" TEE TO BALL VALVE FOR DRAINING

1" HDPE SERVICE

6" MINIMUM DEPTH

CONNECTION TO EXISTING HYDRANTS

GALV. WOVEN WIRE CLOTH. 4X4

MESHES PER INCH. 0.026 WIRE.

POLYETHYLENE VALVE BOX WITH

BOLT DOWN COVER, 17" X 30" X 12"

WITH EXTENSIONS, OR OTHER SIZE

LARGE ENOUGH TO HOUSE VALVES

& APPURTENANCES

1" BALL VALVE, LEVER HANDLE

1" MINUS WASHED GRAVEL, OR

CRUSHED ROCK, COMPACTED

GEOTEXTILE FABRIC

EXISTING HYDRANT PAD IF PRESENT

(DO NOT DAMAGE)

CONNECT TO EXISTING

HYDRANT SERVICE

GALVANIZED PIPE 2' BOTH

SIDE OF VALVE 11

2" HDPE SERVICE

ADAPTER (TYP)

1" TEE TO BALL VALVE FOR DRAINING

1" HDPE SERVICE

6" MINIMUM DEPTH

PROPOSED WATER LINE

CONNECTION TO HOST SITE SERVICE

GALV. WOVEN WIRE CLOTH. 4X4

MESHES PER INCH. 0.026 WIRE.

POLYETHYLENE VALVE BOX WITH

BOLT DOWN COVER, 17" X 30" X 12"

WITH EXTENSIONS, OR OTHER SIZE

LARGE ENOUGH TO HOUSE VALVES

& APPURTENANCES

1" BALL VALVE, LEVER HANDLE

1" MINUS WASHED GRAVEL, OR

CRUSHED ROCK, COMPACTED

GEOTEXTILE FABRIC

CONNECT TO EXISTING

HOST SITE SERVICE

GALVANIZED PIPE 2' BOTH

SIDE OF VALVE 1" HDPE SERVICE

PROPOSED WATER LINE

ADAPTER (TYP)

1" TEE TO BALL VALVE FOR DRAINING

1" HDPE SERVICE

6" MINIMUM DEPTH

1" BACKFLOW PREVENTER, WATTS LF7 O.A.E.

1" TEE TO DRAIN VALVE

1" UNION

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DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE HYDRANT CONNECTION DETAILS

DECEMBER 15, 2023 LOMMASSON KEGEL 11

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AutoCAD SHX Text EXISTING CONCRETE PAD RELOCATED. HYDRANT PADS AND ADJOINING GRADING SHALL CONFORM TO ADA ACCESSIBILITY REQUIREMENTS.

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3/4" MINUS CRUSHED BASE COURSE

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1. CONTRACTOR TO EXCAVATE EXISTING HYDRANT PADS FOR RELOCATION. EXISTING CONTRACTOR TO EXCAVATE EXISTING HYDRANT PADS FOR RELOCATION. EXISTING HYDRANT PADS ARE PRECAST CONCRETE STRUCTURES AND HAVE BUILT IN "PICK POINTS" TO FACILITATE MOVING, CONTRACTOR WILL ENSURE PADS ARE NOT DAMAGED DURING RELOCATION PROCESS. 2. EXISTING HYDRANT #5 WILL REMAIN IN PLACE AND CONTRACTOR WILL CONNECT TO EXISTING HYDRANT #5 WILL REMAIN IN PLACE AND CONTRACTOR WILL CONNECT TO EXISTING SERVICE LINE. EXISTING WATERLINE LOCATING IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR TO ENSURE DRAIN VALVES ARE LOCATED AT THE LOWEST ELEVATION OF CONTRACTOR TO ENSURE DRAIN VALVES ARE LOCATED AT THE LOWEST ELEVATION OF THE SYSTEM TO ENSURE DRAINAGE FROM HYDRANTS AND CONNECTING PIPES. POSITIVE DRAINAGE IS REQUIRED FOR THIS SEASONAL SYSTEM TO PREVENT FREEZE DAMAGE TO PIPES. DRAIN VALVES SHALL BE SCREENED WITH A FINE MESH STAINLESS STEEL SCREEN.

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HYDRANT PAD POST AND PLUMBING INSTALLATION

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HYDRANT PAD POST AND PLUMBING INSTALLATION

SIDE ELEVATION

HYDRANT PAD POST PLUMBING INSTALLATION - SIDE ELEVATION

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DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

MISSOULA RANGER DISTRICT

LOLO NATIONAL FOREST

LEE CREEK WATER SYSTEM UPGRADES

NORTHERN REGION

REGION ONE HYDRANT PLUMBING AND POST

REPLACEMENT DETAILS

DECEMBER 15, 2023 LOMMASSON KEGEL 12

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12" X 6" GALV. STEEL HEX BOLT/NUT/WASHERS COUNTERSINK BOTH ENDS

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1-1/4" CHAMFER

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12" X 3" GALV. STEEL LAG BOLTS (TYP.)

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EXISTING STEEL BRACKET

AutoCAD SHX Text CONCEALED " GALV. STEEL 34" GALV. STEEL SUPPLY LINE. ROUTE EACH 4x6 TO PROVIDE ADEQUATE SPACING

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1'-6 9/16" MINIMUM

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12" X 3" GALV. STEEL LAG BOLTS

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HAWS MODEL 6252EHLF FAUCET O.A.E.

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EXISTING CONCRETE PAD RELOCATED.

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3 U2" NIPPLE W/ COUPLER

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EXISTING STEEL BRACKET

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12" X 3" GALV. STEEL LAG BOLTS (TYP.)

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13 CY OF 1 " MINUS 12" MINUS WASHED GRAVEL

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3/4" MINUS CRUSHED AGGREGATE (COMPACTED)

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1. CONTRACTOR SHALL REMOVE AND REPLACE ALL PLUMBING AND WOODEN POSTS ATTACHED TO HYDRANT PADS TO BE RELOCATED. 2. TREATED TIMBER POSTS SHALL BE S4S AND NO. 2 OR BETTER . PRESERVATIVES AND TREATMENT SHALL MEET THE REQUIREMENTS OF AASHTO M I33 BOLT HOLES AND MITER CUTS SHALL BE MADE IN THE FIELD. LENGTH CUTS SHALL BE DONE BEFORE PRESERVATIVE TREATMENT. 3. ALL POSTS SHALL BE TREATED IN ACCORDANCE WITH AWPA C2 FOR "SOIL AND FRESH WATER USE". ALL TREATMENT SHALL BE COPPER NAPHTHENATE OR COPPER AZOLE. 4. ALL CUTS, HOLES OR ABRASIONS MADE AFTER TREATMENT SHALL BE TREATED WITH COPPER NEPTHENATE IN ACCORDANCE WITH AASHTO M I33 5. POSTS SHALL BE INSTALLED AS SUCH TO ALLOW REPLACEMENT OF POSTS IF NECESSARY BY REMOVING BOLTS THROUGH PLATES. 6. HYDRANT CONCRETE PADS SHALL BE LOCATED IMMEDIATLY ADJACENT TO THE EXISTING ASPHALT. THE HYDRANT PADS SHALL BE ELEVATED AS TO PROVIDE ADA ACCESSIBLE ROUTES TO THE HYDRANT BY ADHERING TO THE ADA GUIDELINES FOR SLOPE AND DROP.

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DRAIN

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WOODEN POST WITH SPIGOT

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PICK-POINTS

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TIE INTO EXISTING PAVEMENT

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DustinFarren Text Box NOTE: ADA compliance stipulates that hydrant pads shall be less than 2% cross slope and the adjacent pavement tie-in must be flush to concrete pad. No lips to exceed 1/4" vertical edge.

DustinFarren Text Box HYDRANT POSTS TO BE STAINED WITH EXTERIOR SOLID COLOR STAIN MEETING MPI SPECIFICATION. COLOR TO BE NO. 20059 ACCORDING TO AMS-STD-595A COLOR DECK. C.O. TO APPROVE COLOR SAMPLE.

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