Attachment_2_-_Drawings.pdf
PDF 3 MB Posted
- Attached to
- 2026 MARCOTT COULEE PIPELINE
- Solicitation number
- 140L3626R0002
About this file
This document is a set of technical design drawings for the 2026 Marcott Coulee Pipeline project prepared by the United States Department of the Interior, Bureau of Land Management for the Lewistown Field Office in Fergus County, Montana.
The drawings comprise 14 sheets detailing the pipeline infrastructure including plan views, pipeline details, stock tank details, trench specifications, and cattle guard/panel specifications. The project involves installation of new stockwater pipeline with multiple stock tanks (2,000-gallon fiberglass tanks), remote taps, combination valves, curb stops, and ancillary equipment distributed across nine plan view sheets. Key technical specifications include DR 11 HDPE pipe construction, transition fittings, watering assemblies with brass ball valves, curb stop valve assemblies with drain provisions, and pipeline tap enclosures. The design shows installation across both BLM and state land with contour line intervals of 20 feet. Trench installation details specify Type I installation for standard conditions and Type II (mounded) installation for areas encountering impenetrable rock ledges. Stock tank placement includes gravel aprons, cattle guard protection with steel posts and woven wire mesh panels, and drainage systems. The drawings reference exact device locations to be staked in the field by the government and include a safety notice to call before digging (1-800-424-5555).
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WILDER TRAIL
RIDGE ROAD
MUSSELSHELL TRAIL
WILD
ER TRAIL
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PHILLIPS CO.
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FERGUS CO.
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MISSOURI RIVER
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PETROLEUM CO.
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BOHEMIAN
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CORNER
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MARCOTT
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COULEE PIPELINE
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LEWISTOWN FIELD OFFICE
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TITLE SHEET
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SHEET
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DESCRIPTION
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2026 MARCOTT COULEE PIPELINE
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FERGUS CO.
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MONTANA
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BENTON
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FORT
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IDAHO
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BRITISH COLUMBIA
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KALISPELL
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CHINOOK
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LEWISTOWN
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BUTTE
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BILLINGS
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GREAT FALLS
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HELENA
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CANADA
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WYOMING
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SOUTH DAKOTA
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GLASGOW
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MILES CITY
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MALTA
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NORTH DAKOTA
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SASKATCHEWAN
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UNITED STATES
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PIPELINE DETAILS 1
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STOCK TANK DETAILS 1
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TRENCH DETAILS
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PIPELINE DETAILS 2
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AutoCAD SHX Text BLM LAND STATE LAND CONTOUR LINE SECTION NUMBER NEW STOCKWATER PIPELINE NEW STOCK TANK NEW REMOTE TAP EXISTING FIRE FILL AND MARCOTT COULEE WELL COMBINATION VALVE - VENT CURB STOP
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U.S. DEPARTMENT OF THE INTERIOR
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LEWISTOWN FIELD OFFICE
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JOHN HUNTER
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2026 MARCOTT COULEE PIPELINE
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MONTANA
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MARCOTT PIPELINE PLAN VIEW SCALE 1" = 3000'
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THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 OR 811
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CONTOUR LINE INTERVAL 20.0'
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THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 OR 811
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THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 OR 811
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SHEET 7 PLAN VIEW SCALE 1" = 3000'
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 OR 811
AutoCAD SHX Text
SHEET 8 PLAN VIEW SCALE 1" = 500'
AutoCAD SHX Text N
AutoCAD SHX Text CONTOUR LINE INTERVAL 20.0' NOTE: THE EXACT LOCATION OF ALL DEVICES WILL BE STAKED IN THE FIELD BY THE GOVERNMENT
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text
AAV
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AAV
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WT-8
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SEE SHEET 9 ENLARGEMENT
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SEE SHEET 9 ENLARGEMENT
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AutoCAD SHX Text
AutoCAD SHX Text BLM LAND STATE LAND CONTOUR LINE SECTION NUMBER NEW STOCKWATER PIPELINE NEW STOCK TANK NEW REMOTE TAP EXISTING FIRE FILL AND MARCOTT COULEE WELL COMBINATION VALVE - VENT CURB STOP
AutoCAD SHX Text
LEGEND
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AAV
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WT-8
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RT-1
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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AutoCAD SHX Text
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LEWISTOWN FIELD OFFICE
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SHEET
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OF
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X.DWG
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LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
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JOHN HUNTER
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET 9 PLAN VIEW
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 OR 811
AutoCAD SHX Text
SHEET 9 PLAN VIEW SCALE 1" = 500'
AutoCAD SHX Text N
CONTOUR LINE INTERVAL 20.0' NOTE: THE EXACT LOCATION OF ALL DEVICES WILL BE STAKED IN THE FIELD BY THE GOVERNMENT
Depth typical
AutoCAD SHX Text 6' Bury
AutoCAD SHX Text 3'
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
WATERING ASSEMBLY
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NOT TO SCALE
AutoCAD SHX Text %%uNOTE:%%U Locate Riser on Tank Side of Post.
AutoCAD SHX Text 6' Bury
AutoCAD SHX Text 1"
AutoCAD SHX Text Depth typical
AutoCAD SHX Text 24"
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
CURB STOP VALVE
AutoCAD SHX Text w/DRAIN ASSEMBLY
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NOT TO SCALE
AutoCAD SHX Text 6' Bury
AutoCAD SHX Text 1"
AutoCAD SHX Text Depth Typical
AutoCAD SHX Text 24"
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AutoCAD SHX Text B
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CURB STOP VALVE
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NOT TO SCALE
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AIR & VACUUM
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RELEASE VALVE
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6' TYPICAL
AutoCAD SHX Text C
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NOT TO SCALE
AutoCAD SHX Text 24"
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NOTE: EXACT LOCATION WILL BE STAKED IN FIELD BY THE GOVERNMENT
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OF ALL AIR AND VACUUM RELEASE VALVES
AutoCAD SHX Text
NOTE: EACH STOCK TANK TO RECEIVE A WATERING ASSEMBLY
AutoCAD SHX Text 24"
AutoCAD SHX Text TREATED 4" X 42' WOODPOST UPSTREAM OF CURB STOP 24" BURY DEPTH (TYPICAL) SS TRANSITION DR 11 HDPE PIPE REDUCER TO 1"
AutoCAD SHX Text NATURAL GROUND CURB BOX (SEE SPEC.) POLYETHYLENE COVER (SEE SPEC.) 1" OR 2" CURB STOP W/ DRAINSS TRANSITION GRAVEL SUMP (1 FT MIN) 3 MIN) 1" OR 2" DR 11 HDPE PIPE (SEESPEC) TO STOCK TANK OR REMOTE TAP
AutoCAD SHX Text TREATED 4" X 42' WOODPOST UPSTREAM OF CURB STOP 24" BURY DEPTH (TYPICAL) SS TRANSITION DR 11 HDPE PIPE REDUCER IF REQUIRED (SEE SPECIFICATIONS)
AutoCAD SHX Text NATURAL GROUND CURB BOX (SEE SPEC.) 2" CURB STOP (SEE SPEC.)SS TRANSITION DR 11 HDPE PIPE (SEE SPEC.)
AutoCAD SHX Text Flow
AutoCAD SHX Text ROBERTS FLOAT VALVE OR EQUAL (1" ) w/HEAVY DUTYHANGER BRACKET FIBERGLASS STOCK TANK(SEE SPECIFICATIONS) 1" BRASS BALL VALVE (SEESPEC.) SS TRANSITION FITTING FROM 1" DR 11 HDPE PIPE TO 1" SCHEDULE 40 GALVANIZED 2" ABOVE GRAVEL TANK BEDDING NOTE: LOCATE RISER ON TANK SIDE OF POST. 1" DR 11 HDPE PIPE
AutoCAD SHX Text
STOCK WATER TANK
AutoCAD SHX Text PERFORATED STEEL STRAP TREATED WOOD POST (SEE DETAIL SHT 13 ) FLOW 3 GPM FLOW RESTRICTOR (TYPICAL ALL STOCK TANKS SEE SPECIFICATIONS) NATURAL GRADE FUSED ELBOW 1" (SEE SPEC.)DR 11 HDPE PIPE (SEE SPEC.)
AutoCAD SHX Text 8" SCH 40 PVC PIPE NOTCH PIPETO ACCEPT HDPE PIPE w/ CAP (SEE SPEC.) 2" BERMAD COMBINATION VALVEKEEP VALVE AS DEEP AS POSSIBLE (SEE SPEC.) SS TRANSITION DR 11 HDPE PIPE (SEE SPEC.) HDPE TEE (SEE SPEC.) 34" GRAVEL SUMP (1.5 FT3) TYPICAL SR 11 HDPE PIPE (SEE PLAN FOR SIZE)
AutoCAD SHX Text TREATED 4" X 42' WOODPOST UPSTREAM OF CURB STOP 24" BURY DEPTH (TYPICAL) EXISTING GRADE DR 11 HDPE PIPE
AutoCAD SHX Text NOTE: CONTRACTOR SHALL PLACE ROCKS NOT LESS THAN 12" AROUND THE PVC CAP TO PROTECT IT FROM LIVESTOCK
AutoCAD SHX Text Flow
AutoCAD SHX Text
WATERING ASSEMBLY INCLUDES A 1" DIAMETER CURB
AutoCAD SHX Text
STOP AND WASTE
AutoCAD SHX Text NOTE: CURB STOPS AND DRAINS WILL BE USED AT EACH STOCK TANK (1' DIA) AND REMOTE TAP (2").
AutoCAD SHX Text NOTE: CURB STOPS W/O DRAINS (2" DIA) WILL BE USED AT 6 LOCATIONS TO ISOLATE SPECIFIC REACHES OF THE PIPELINE.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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LEWISTOWN FIELD OFFICE
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SHEET
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OF
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X.DWG
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PIPELINE DETAILS 1
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text THINK SAFETY CALL BEFORE DIGGING 811 or 1-800-424-5555
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
6' Bury
AutoCAD SHX Text 2"
AutoCAD SHX Text Depth typical
AutoCAD SHX Text
TYPICAL REMOTE TANK TAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text TREATED 4" X 42' WOODPOST UPSTREAM OF CURB STOP 24" BURY DEPTH (TYPICAL) SS TRANSITION 2" DR 11 HDPE PIPE
AutoCAD SHX Text NATURAL GROUND CURB BOX (SEE SPEC.) POLYETHYLENE COVER (SEE SPEC.) 2" CURB STOP W/ DRAINSS TRANSITION OR EQUAL GRAVEL SUMP (1 FT MIN, SEE SPEC) 3 MIN, SEE SPEC) 2" DR 11 HDPE PIPE (SEE SPEC)TO STOCK TANK
AutoCAD SHX Text Depth typical
AutoCAD SHX Text 6' Bury
AutoCAD SHX Text 3'
AutoCAD SHX Text 24"
AutoCAD SHX Text %%uNOTE:%%U Locate Riser on Tank Side of Post.
AutoCAD SHX Text 2" DIA BRASS NIPPLE w/BRASS CAP 2" BRASS BALL VALVE (SEESPEC.) BRASS/SS TRANSITION FITTING OR EQUAL. CONR' SHALL USE BRASS PIPE FROM HERE TO THE THREADED NIPPLE AT THE END. 2" DR 11 HDPE PIPE
AutoCAD SHX Text THIS UNIT IS CONTAINED IN A 3 SIDED TREATED WOOD EXCLOSURE (SEE DETAIL C/11) PERFORATED STEEL STRAP (TYP OF 2) TREATED WOOD POST (SEE SPEC.) FLOW RESTRICTOR (TYPICAL ALL TANK TAPS, 3 GPM, SEE SPECIFICATIONS) NATURAL GRADE FUSED ELBOW 2" (SEE SPEC.)
AutoCAD SHX Text
FLOW
AutoCAD SHX Text 24"
AutoCAD SHX Text 20.00
AutoCAD SHX Text 10.00
AutoCAD SHX Text 7.1
AutoCAD SHX Text 7.1
AutoCAD SHX Text 6" TREATED WOOD POST (SEE SPEC.)PERFORATED STEEL STRAP 2 SETS OF 2" X 8" TREATED WOOD PLANKS SCREWED TO POSTS EXTERNAL PIPELINE TAP (SEE DETAIL AND SPECIFICATION) 6" TREATED WOOD POST (TYPICALOF 3 SEE SPECIFICATIONS)
AutoCAD SHX Text
PIPELINE TAP EXCLOSURE PLAN
AutoCAD SHX Text C
AutoCAD SHX Text
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NOT TO SCALE
AutoCAD SHX Text
ALL DIMENSION IN THIS DETAIL ARE IN FEET
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AutoCAD SHX Text D
AutoCAD SHX Text
EXTERNAL TAP EXCLOSURE PANEL DETAIL TYPICAL OF 3
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 2" X 8" TREATED ROUGH SAWN PLANKS 1/4 In. x 6 In. T30 Washer Head HCR (Exterior Rated) Lag Screw 6" TREATED WOOD POST 7 FT. LONG (TYP OF 3)
AutoCAD SHX Text
ALL DIMENSION IN THIS DETAIL ARE IN INCHES
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
X.DWG
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PIPELINE DETAILS 2
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text THINK SAFETY CALL BEFORE DIGGING 811 or 1-800-424-5555
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
6" Min.
AutoCAD SHX Text 30" Max.
AutoCAD SHX Text 6'
AutoCAD SHX Text Mound excess backfill material
AutoCAD SHX Text material
AutoCAD SHX Text Pipeline backfill
AutoCAD SHX Text Natural ground line
AutoCAD SHX Text Pipeline
AutoCAD SHX Text
TRENCH-TYPE I INSTALLATION
AutoCAD SHX Text material as shown
AutoCAD SHX Text Mound and finish backfill
AutoCAD SHX Text
MOUNDED-TYPE II INSTALLATION
AutoCAD SHX Text Pipeline
AutoCAD SHX Text 3:1
AutoCAD SHX Text Rock strata
AutoCAD SHX Text Natural ground line
AutoCAD SHX Text 3:1
AutoCAD SHX Text 6'
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text In the event of encountering an unpenitratable rock ledge during trenching, the pipe will be installed as per the Mounded Type II trench detail as approved by the Contracting Officer.
AutoCAD SHX Text Typical trench detail
AutoCAD SHX Text 2"
AutoCAD SHX Text Bedding Material
AutoCAD SHX Text 6"
AutoCAD SHX Text bar midway on slope.
AutoCAD SHX Text interval, place one water
AutoCAD SHX Text shorter than recommened
AutoCAD SHX Text
* Where slope distance is
AutoCAD SHX Text 20 - 30 200
AutoCAD SHX Text 10 - 20 500
AutoCAD SHX Text 5 - 10 800
AutoCAD SHX Text Slope % * Interval-ft.
AutoCAD SHX Text Water Bar
AutoCAD SHX Text Pipe
AutoCAD SHX Text Backfill Zone
AutoCAD SHX Text 6"min.
AutoCAD SHX Text Drainage
AutoCAD SHX Text Drainage
AutoCAD SHX Text same as ditch
AutoCAD SHX Text Water bar, mound
AutoCAD SHX Text Depth of Bury 6'
AutoCAD SHX Text Zone
AutoCAD SHX Text Bedding
AutoCAD SHX Text ground
AutoCAD SHX Text Natural
AutoCAD SHX Text Typical trench detail
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
TRENCH WITH WATER BAR
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text WHERE THE TRENCH CROSSES THE COUNTY ROAD (MIN 24" WIDE) THE CONTRACTOR SHALL BACKFILL IN LIFTS NOT TO EXCEED 8" AND COMPACT THE SOIL TO A MIN OF 95% . THE CONTRACTOR SHALL MAKE CERTAIN THAT ADEQUATE MOISTURE EXISTS TO REACH THE 95% COMPACTION.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
X.DWG
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
TRENCH DETAILS
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text THINK SAFETY CALL BEFORE DIGGING 811 or 1-800-424-5555
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
2" 24"
24"
FLOW
AutoCAD SHX Text FIBERGLASS STOCK TANK (TYP OF 2) NOMINAL CAPACITY 2000 GALLONS NOMINAL DIMENSIONS 20' X 7'. (2) 2" HDPE BULKHEAD FITTING W/ 2" DR11 HDPE PIPE CROSS CONNECT
AutoCAD SHX Text 2.875" STEEL DRILL STEM PIPE POSTS2.875" STEEL DRILL STEM RAILS WELDED TO POST TYPICALBULKHEAD FITTING AND 2" DR 11 HDPE TANK DRAIN (SET DRAIN ELEVATION3" BELOW THE TOP OF THE TANK 2.875" STEEL DRILL STEM PIPE POSTS (SEE DETAIL)
AutoCAD SHX Text
STOCK TANK PLACEMENT PLAN SCALE 1" = 10'-0"
AutoCAD SHX Text 10.00
AutoCAD SHX Text 10.00
AutoCAD SHX Text
2000 GAL STOCK TANK (SEE SPEC.)
AutoCAD SHX Text
2000 GAL STOCK TANK (SEE SPEC.)
AutoCAD SHX Text
1 "" TO " MINUS BANK RUN 12"" TO 34" MINUS BANK RUNGRAVEL APRON
AutoCAD SHX Text
3" MINUS BANK RUN GRAVEL APRON
AutoCAD SHX Text END PANEL TO BE SOLID TREATED ROUGH SAWN LUMBER (TYP BOTH ENDS) BOLT THRU W/(2) 3/8" BOLTS, WAHSERS, AND NUTS EACH ATTACHMENTPOINT WATERING ASSEMBLY (SEE DETAIL AND ELEVATION)
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text 6' Min. Bury
AutoCAD SHX Text Depth Typical
AutoCAD SHX Text Treated 3" X 42" Wood PostUpstream of Valve
AutoCAD SHX Text
(2) FIBERGLASS STOCK TANKS NOMINAL CAPACITY 2000 GALLONS NOMINAL DIMENSIONS 20' X 7'. 2 7/8" STEEL DRILL STEM PIPE CATTLE GUARD w/ WW PANEL (SEEDETAILS) 8" THK GRAVEL BED TYPICAL ALL TANKS
AutoCAD SHX Text CURB BOX, CAP, AND STATIONARY ROD 1" CURBSTOP W/ DRAIN1" SS TRANSITION1" DR11 HDPE PIPE5ML PLASTIC SHEET 36" X 36" 1 FT WASHED GRAVEL3 WASHED GRAVEL
AutoCAD SHX Text 2" DR11 HDPE PIPE1" SS OR TRANSITION w/ 2" x 1" HDPE REDUCER
AutoCAD SHX Text 2" DR11 HDPE DRAIN LINE SLOPE AWAY FROM TANK TO DAYLIGHT34" TO 1 " PIE RUN GRAVEL PAD TO EXTEND 10'-0" BEYOND EDGE OF STOCK 12" PIE RUN GRAVEL PAD TO EXTEND 10'-0" BEYOND EDGE OF STOCK TANKS COMPACTED EARTH
AutoCAD SHX Text
±2000 GAL STOCK TANK (SEE SPEC.)
AutoCAD SHX Text
±2000 GAL STOCK TANK (SEE SPEC.)
AutoCAD SHX Text STOCK TANK PLACEMENT ELEVATION SCALE 1" = 10'-0" NOTE CONTRACTOR SHALL SUBMITT A DETAIL FOR APPROVAL ON CATTLE GUARD
AutoCAD SHX Text ROBERTS FLOAT VALVE (SEE SPECIFICATIONS) 1' BRASS BALL VALVE1" DOLE OR EQUAL FLOW RESTRICTOR (3 GPM)SS TRANSITION, 1" GALVANIZED PIPE FROM GROUND SURFACE UP
AutoCAD SHX Text
(2) BULKHEAD FITTINGS AND 2" DIAMETER BULKHEAD FITTINGS AND 2" DIAMETER DR11 HDPE CROSSOVER EQUALIZATION PIPE TYPICAL WOVEN WIRE MESH PANEL
AutoCAD SHX Text 2" x 6" TREATED PLANKS ±5'-0" O.C.2"X6" TREATED PLANK ONE EITHER SIDE OF THE TANK TO CONTAIN GRAVEL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
X.DWG
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
STOCK TANK DETAIL1
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text THINK SAFETY CALL BEFORE DIGGING 811 or 1-800-424-5555
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
2 " steel dome post cap 78" steel dome post cap Typical
AutoCAD SHX Text Weld on " plate, or flatten approx. 14" plate, or flatten approx. 1 " on both ends of the brace rail 12" on both ends of the brace rail and drill/punch a hole in the plate or flattened area for " bolt 38" bolt
AutoCAD SHX Text
KEY NOTES:
AutoCAD SHX Text 38" galvanized grade 5 carriage bolt Typical
AutoCAD SHX Text
STEEL BRACE POST DETAIL
AutoCAD SHX Text Not To Scale
AutoCAD SHX Text
GENERAL NOTE:
AutoCAD SHX Text
1. SEE SPECIFICATIONS, AND DETAILS FOR OTHER SEE SPECIFICATIONS, AND DETAILS FOR OTHER REQUIREMENTS 2. CONTR' SHALL MAKE CERTAIN THAT THE BRACE CONTR' SHALL MAKE CERTAIN THAT THE BRACE RAIL BAND IS SIZED TO MAKE A TIGHT FIT SO THE RAIL DOESN'T SLIDE DOWN THE POST WHEN BOLT IS FULLY TIGHTENED. 3. DRILL STEM LENGTH TO BE A MIN OF 9 FEET DRILL STEM LENGTH TO BE A MIN OF 9 FEET LONG 4. MIN DRIVE DRILL STEM A MINIMUM OF 48" INTO MIN DRIVE DRILL STEM A MINIMUM OF 48" INTO EARTH
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
2 " STEEL DRILL 78" STEEL DRILLSTEM (SEE SPECIFICATIONS)
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
X.DWG
AutoCAD SHX Text
LEWISTOWN FIELD OFFICE
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
JOHN HUNTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
STOCK TANK DETAILS 2
AutoCAD SHX Text
2026 MARCOTT COULEE PIPELINE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text THINK SAFETY CALL BEFORE DIGGING 811 or 1-800-424-5555
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
AutoCAD SHX Text 01/01/2026
| Sheets and Views |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 1 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 2 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 3 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 4 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 5 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 6 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 7 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 8 |
| 2026-05-30_MARCOTT COULEE PIPELINE PLAN-SHT 9 |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS.pdf |
| Sheets and Views |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS-PIPELINE DETAILS 1 |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS-PIPELINE DETAILS 2 |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS-TRENCH DETAILS |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS-STOCK TANK DETAILS 1 |
| 2026-05-30_MARCOTT COULEE PIPELINE DETAILS-STOCK TANK DETAILS 2 |
File details come from the government source that posted it. Updated .