B08_ATT_1_SFDB_Drawings.pdf

PDF 15 MB Posted Jun 26, 2022

Attached to: GAOA SFK DRY BLOOD DAM RECONSTRUCTION
Solicitation number: 140L0622R0038
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation to repair the South Fork Dry Blood Dam in Petroleum County, Montana. The Bureau of Land Management is seeking a contractor to dewater the reservoir and construction area, excavate portions of the existing dam embankment and foundation to remove the primary spillway, reconstruct the dam embankment including placement of compacted fill and erosion protection, construct a new principal spillway with a precast concrete riser and outlet conduit, construct auxiliary structures including a low-level inlet and stilling basin, install road gravel and fencing, and perform site reclamation. The solicitation number is 140L0622R0038 and the contractor will be responsible for all labor, materials, equipment and supervision to complete the dam reconstruction and other associated tasks.

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

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NID MT00809

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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%%UDRAWING INDEX

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DRAWING

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DESCRIPTION

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CAD DRAWING

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SHEET

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APPROVED

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COVER SHEET & SHEET INDEX

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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PETROLEUM COUNTY, MONTANA

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LEWISTOWN FIELD OFFICE

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LEWISTOWN

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MONTANA

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%%USTATE REFERENCE MAP

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PROJECT LOCATION

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ALT

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MONTANA

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BENTON

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FORT

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MISSOULA

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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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BUTTE

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BILLINGS

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GREAT FALLS

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HELENA

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CHOTEAU

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ALBERTA

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UNITED STATES

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CANADA

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HAVRE

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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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UNITED STATES

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GLENDIVE

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EMBANKMENT PLAN & PROFILE

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TYPICAL EMBANKMENT SECTIONS & SLOPE PROTECTION ALTERNATIVES

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EMBANKMENT SECTIONS STA 2+00 TO STA 4+25

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EMBANKMENT ACCESS ROAD PLAN & INFORMATION

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AUXILIARY SPILLWAY & BENCH PLAN

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EMBANKMENT SECTIONS STA 4+50 TO STA 5+00

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EMBANKMENT SECTIONS STA 6+75 TO STA 7+00

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EMBANKMENT SECTIONS STA 7+25 TO STA 7+75

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EMBANKMENT SECTIONS STA 8+00 TO STA 8+50

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EMBANKMENT SECTIONS STA 11+75 TO STA 13+00

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OUTLET WORKS PLAN & PROFILE STA 1+90 TO STA 3+60

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INLET GATE PEDESTAL STRUCTURE

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KBK (WHS)

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222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

LOCATION MAP

GREAT FALLS

BOZEMAN

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DILLON

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KALISPELL

MISSOULA

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Driving Directions:

From MT-200, approximately 0.6 miles northeast of Winnett, MT, go north on Valentine Road for 14.2 miles to two track. Turn right (E) and go 0.2 miles to Dam.

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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MONTANA

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NOT TO SCALE

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02-27-22

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NOTE: ALL COORDINATES ARE GROUND COORDINATES BROUGHT

TO GROUND ABOUT POINT 1.

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

SOUTH FORK

DRY BLOOD

RESERVOIRVA

TIN

BASIS OF SURVEY

THIS PROJECT WAS SURVEYED ON THE MONTANA STATE PLANE ZONE 2500 COORDINATE SYSTEM USING RTK GPS. THE PROJECT WAS BROUGHT TO GROUND AT SURVEY CONTROL POINT CP-1. THE GEODETIC DATUM IS NAD83(CONUS). THE VERTICAL DATUM IS NAVD88 (GEOID18). HORIZONTAL UNITS ARE INTERNATIONAL FEET. VERTICAL UNITS ARE US SURVEY FEET.

PROJECT CONTROL WAS ESTABLISHED BY OPUS REPORT FOR CONTROL POINT CP-1.

VALUES FOR POINTS 2-4 WERE DETERMINED BY REDUNDANT RTK GPS OBSERVATIONS FROM POINT 1.

POINT CP-1 OPUS POSITION:

STATE PLANE COORDINATES:

N: 1,080,867.23' E: 2,252,955.94'

ELEV.: 2881.40'

COMBINED SCALE FACTOR: 0.99926319

CONVERGENCE: 0.83769444°

NOTES:

1. GRADE ALL CONSTRUCTION AREAS TO DRAIN TO EXISTING WATERCOURSES AND

AWAY FROM THE DAM EMBANKMENT & STRUCTURE.

2. WASTE AREAS MAY ABUT FINAL GRADES SHOWN ON SHEET C3. THE CONTRACTOR

MAY NOT WASTE MATERIAL WITHIN 15' OF FINAL GRADES UNTIL COMPLETION OF

COMPACTION, QUALITY CONTROL CHECKS, AND ACCEPTANCE OF FINAL SURVEY.

3. ADDITIONAL WASTE AREAS MAY BE IDENTIFIED BY THE CONTRACTOR. ADDITIONAL

WASTE AREAS SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO USE.

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FOUND 3.25" ALUMN. CAP MARKED "231.5 CENTERLINE EXTENSION"

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FOUND 3.25" ALUMN. CAP MARKED "BM NO 1 112 0"

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FOUND 3.25" ALUMN. CAP MARKED "NID MT00809 BENCHMARK1 S.FORKDRYBLOODCK.DET.DAM"

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SURVEY CONTROL POINT, SURVEYED JULY, 2021

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TEST PIT EXCAVATED ON JUNE 21, 2021

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POINT

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NORTHING

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SET 1.5" ALUMN. CAP ON REBAR

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CP-1

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EASTING

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ELEVATION

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CP-2

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CP-52

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SET 1.5" ALUMN. CAP ON REBAR

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CP-4

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SET 1.5" ALUMN. CAP ON REBAR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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SITE PLAN & SURVEY CONTROL

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SCALE IN FEET

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CONTOUR INTERVAL = 2 FEET

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EXISTING FENCE TO REMAIN

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EXISTING FENCE TO BE REMOVED AND RECONSTRUCTED AT DOWNSTREAM TOE OF DAM

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EXISTING "POP-UP" CATTLE GUARD TO BE REMOVED

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SEE SHEET R1 FOR ACCESS ROAD INFORMATION.

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AERATION WINDMILL

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WASTE AREA

Billings, Montana 59101

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EXCAVATED PROFILE AT TOE OF UPSTREAM FACE OF EMBANKMENT

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EXCAVATED PROFILE TO CONSTRUCT NEW OUTLET WORKS

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REMOVE EXIST. OUTLET WORKS CONDUIT

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EXIST. EMBANKMENT SURFACE AT

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EXCAVATED EMBANKMENT PROFILE

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EMBANKMENT EXCAVATION PLAN & PROFILE

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EXCAVATED EMBANKMENT PROFILE

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BENCH

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BENCH

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AUXILIARY SPILLWAY SEE SHEET AS2

3:1

Billings, Montana 59101

WWW.DOWL.COM

SOUTH FORK DRY BLOOD

RESERVOIR

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0.5' GRAVEL SURFACING

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NEW 36" RCP CONCRETEENCASED OUTLET WORKS CONDUIT

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U.S. DEPARTMENT OF THE INTERIOR

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DOWL

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CDM

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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SHEET

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LEWISTOWN

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MONTANA

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EMBANKMENT PLAN & PROFILE

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EMBANKMENT ACCESS ROAD. SEE SHT. R1

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RIPRAP STILLING BASIN

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OUTLET WORKS TOWER

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LOW LEVEL INLET STRUCTURE

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SCALE IN FEET

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CONTOUR INTERVAL =

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INLET GATE PEDESTAL STRUCTURE

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GRADE DOWNSTREAM BERM DRAINAGE AWAY FROM OULET BASIN

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GRADE DOWNSTREAM BERM DRAINAGE AWAY FROM OULET BASIN

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BENCH

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BENCH

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AUXILIARY SPILLWAY SEE SHEET AS2

AutoCAD SHX Text 3:1

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

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JLC

AutoCAD SHX Text 02-27-22

DETAIL

CELLULAR CONFINEMENT

SLOPE PROTECTION

DETAIL

RIPRAP SLOPE PROTECTION

TYPICAL SECTION

UPSTREAM EMBANKMENT SLOPE

STA. 2+75 TO STA. 5+00 and

STA. 8+25 TO STA. 12+50

TYPICAL SECTION

UPSTREAM EMBANKMENT SLOPE

STA. 5+00 TO STA. 8+25

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

AutoCAD SHX Text C4

AutoCAD SHX Text C3

AutoCAD SHX Text 24" ATRA ANCHORS IN CELLS 1, 4 & 7 AND EVERY 3rd ROW DOWN THE SLOPE (3x6 CELL PATTERN)

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GEOWEB, GW30V4 (OR APPROVED EQUAL) WITH CONCRETE FILL

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FP-03 TYPE IV (A-C) NON-WOVEN GEOTEXTILE

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AutoCAD SHX Text C4

AutoCAD SHX Text C3

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1.5 FT. THICK RIPRAP

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NON-WOVEN FABRIC TO BE PLACED UNDER ALL AREAS REQUIRING RIPRAP

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PROJECTED TOP OF EMBANKMENT (NEAT LINE) PRIOR TO PLACEMENT OF SLOPE PROTECTION

AutoCAD SHX Text 4"

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BURY 2 CELLS MINIMUM IN ANCHOR TRENCH

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EL. 2853.0

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EL. 2882.0

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EL. 2882.0

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EL. 2853.0

AutoCAD SHX Text 2853.0

AutoCAD SHX Text

AutoCAD SHX Text 2882.0

AutoCAD SHX Text 2884.0

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0.5' GRAVEL ROAD SURFACING

AutoCAD SHX Text 2886.0

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CONTROL LINE

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APPROXIMATE EXISTING GROUND

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AutoCAD SHX Text 3.5

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1.5 FT. THICK RIPRAP SLOPE PROTECTION. SEE ALTERNATIVE DETAILS, THIS SHEET.

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0.5' GRAVEL ROAD SURFACING

AutoCAD SHX Text 2886.0

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CONTROL LINE

AutoCAD SHX Text 2884.0

AutoCAD SHX Text 2882.0

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APPROXIMATE EXISTING GROUND

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1.5 FT. THICK RIPRAP SLOPE PROTECTION. SEE ALTERNATIVE DETAILS, THIS SHEET.

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VARIES

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COMPACTED EMBANKMENT FILL

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COMPACTED EMBANKMENT FILL

AutoCAD SHX Text B

AutoCAD SHX Text C4

AutoCAD SHX Text C3

AutoCAD SHX Text A

AutoCAD SHX Text C4

AutoCAD SHX Text C3

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NON-WOVEN FABRIC TO BE PLACED UNDER ALL AREAS REQUIRING RIPRAP AND ROAD GRAVEL

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NON-WOVEN FABRIC TO BE PLACED UNDER ALL AREAS REQUIRING RIPRAP AND ROAD GRAVEL

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

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DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

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REVISION

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DATE

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APPROVED

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

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TYPICAL EMBANKMENT SECTIONS & SLOPE PROTECTION ALTERNATIVES

AutoCAD SHX Text C4

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

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DOWL

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CDM

AutoCAD SHX Text 02-27-22

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MARK

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REVISION

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DATE

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APPROVED

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

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EMBANKMENT SECTIONS STA 2+00 TO STA 4+25

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EX1

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 4+50 TO STA 5+00

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EX2

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 5+25 TO STA 5+75

AutoCAD SHX Text

EX3

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

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EMBANKMENT SECTIONS STA 6+00 TO STA 6+50

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EX4

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 6+75 TO STA 7+00

AutoCAD SHX Text

EX5

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text 2886.0

AutoCAD SHX Text 2847.0

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2882.0

AutoCAD SHX Text 2866.0

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 7+25 TO STA 7+75

AutoCAD SHX Text

EX6

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 8+00 TO STA 8+50

AutoCAD SHX Text

EX7

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 8+75 TO STA 9+50

AutoCAD SHX Text

EX8

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 9+75 TO STA 11+50

AutoCAD SHX Text

EX9

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-EMB-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-EMB-21917-01.dwg LAST SAVED: 2/25/2022 1:23 PM

AutoCAD SHX Text

EMBANKMENT SECTIONS STA 11+75 TO STA 13+00

AutoCAD SHX Text

EX10

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DATE:

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APPROVED 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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KBK (WHS)

AutoCAD SHX Text

CDM

AutoCAD SHX Text

JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

EXISTING GROUND SURFACE

AutoCAD SHX Text

POTENTIAL LIMIT OF MUCK EXCAVATION. ACTUAL EXCAVATION TO BE FIELD DIRECTED.

AutoCAD SHX Text

EXISTING PRINCIPAL SPILLWAY 30" CMP PIPE TO BE REMOVED

AutoCAD SHX Text

CONCRETE SLAB AND 36" RISER

AutoCAD SHX Text 2'

AutoCAD SHX Text

STA. 1+52

AutoCAD SHX Text

FILTER SAND DIAPHRAGM

AutoCAD SHX Text 3'

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SC-CS-OW-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

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REVISION

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DATE

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APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-OW-21917-01.dwg LAST SAVED: 2/25/2022 1:16 PM

AutoCAD SHX Text

OUTLET WORKS EXCAVATION PLAN & PROFILE

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OW1

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SCALE IN FEET

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CONTOUR INTERVAL = 1 FOOT

AutoCAD SHX Text 3.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 3.5:1

AutoCAD SHX Text

REMOVE EXIST. OUTLET WORKS CONDUIT

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text ADDITIONAL MUCK EXCAVATION WILL LIKELY BE REQUIRED TO REMOVE SATURATED MATERIAL. APPROXIMATE LIMITS ONLY.

AutoCAD SHX Text 2:1

AutoCAD SHX Text

GRADE DOWNSTREAM APPROXIMATELY 400 FEET TO CATCH POINT AT ELEVATION 2848.40

AutoCAD SHX Text 3:1

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

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JLC

AutoCAD SHX Text 02-27-22

Billings, Montana 59101

WWW.DOWL.COM

C H

- S

C H

- S

AutoCAD SHX Text 3'

AutoCAD SHX Text

0.5' GRAVEL ROAD SURFACE

AutoCAD SHX Text 2882.0

AutoCAD SHX Text 2886.0

AutoCAD SHX Text -0.87%

AutoCAD SHX Text A

AutoCAD SHX Text

OW3

AutoCAD SHX Text

OW2

AutoCAD SHX Text B

AutoCAD SHX Text

OW3

AutoCAD SHX Text

OW2

AutoCAD SHX Text

1.0' FILTER SAND BLANKET

AutoCAD SHX Text

STA. 1+52

AutoCAD SHX Text

FILTER SAND DIAPHRAGM

AutoCAD SHX Text 2847.0

AutoCAD SHX Text

EXCAVATION PAYLINE

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36" RCP

AutoCAD SHX Text I.E. 2852.0

AutoCAD SHX Text

STA. 0+83.0

AutoCAD SHX Text 3:1

AutoCAD SHX Text

STA. 0+81.10

AutoCAD SHX Text

CENTER MANHOLE

AutoCAD SHX Text

CONICAL TRASH RACK

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TOP OF INLET

AutoCAD SHX Text 2871.0

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AUX. SPILLWAY

AutoCAD SHX Text 2882.0

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VENT PIPE

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REGRADED SURFACE

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1.5' RIPRAP

AutoCAD SHX Text 2853.0

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18" HDPE

AutoCAD SHX Text I.E. 2855.46

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72" MANHOLE CONCRETE RISER

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OW3

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OW2

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STA. 0+54.91, 6.0' RT.

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18"%%C HDPE PIPE RISER

AutoCAD SHX Text CONCRETE LOW LEVEL INLET STRUCTURE WITH 12"x12" SLUICE GATE

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18" DIA. HDPE OUTLET CONDUIT 28 L.F. AT 0.0% SLOPE

AutoCAD SHX Text 2859.0

AutoCAD SHX Text I.E. 2855.46

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OW4

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OW2

AutoCAD SHX Text ~2:1

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CONCRETE PEDESTAL STRUCTURE

AutoCAD SHX Text 2'

AutoCAD SHX Text 2882.0

AutoCAD SHX Text 2856.0

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EMBANKMENT EXCAVATION LIMITS

AutoCAD SHX Text 2855.0

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TOP OF LIME AMENDED FILL = 2858.00

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LIME AMENDED FILL

AutoCAD SHX Text 3.5:1

AutoCAD SHX Text 2887.0

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184 L.F. 36" OUTLET CONDUIT SLOPE = -0.87%

AutoCAD SHX Text 2865.32

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STABILIZATION MATTING

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OW6

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OW2

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OW7

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OW2

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-OW-21709-01.dwg

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DOWL

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CDM

AutoCAD SHX Text 02-27-22

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MARK

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REVISION

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DATE

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APPROVED

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-OW-21917-01.dwg LAST SAVED: 2/25/2022 1:16 PM

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OUTLET WORKS PLAN & PROFILE STA 0+00 TO STA 1+90

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OW2A

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SCALE IN FEET

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CONTOUR INTERVAL =

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1 FOOT

AutoCAD SHX Text 3.5:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 3.5:1

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GATE PEDESTAL STRUCTURE

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36" RCP OUTLETWORKS CONDUIT

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72" MANHOLECONCRETE RISER

AutoCAD SHX Text CONCRETE LOW LEVEL INLET STRUCTURE WITH 12"x12" SLUICE GATE

AutoCAD SHX Text -2%

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

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JLC

AutoCAD SHX Text 02-27-22

INSET

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

C H

- S

C H

- S

DETAIL

RELIEF DRAIN WEEP

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REGRADE SURFACE TO MATCH EXISTING EMBANKMENT CONFIGURATION

AutoCAD SHX Text I.E. 2850.4

AutoCAD SHX Text INSTALL TWO (2) VERTICAL 12 INCH I.D., 7 FT. MIN. LENGTH SLOTTED HDPE PIPES FOR DEWATERING. LEAVE VERTICAL PIPES IN-PLACE AND FILL WITH DRAIN GRAVEL TO TOP OF RIPRAP. ACTUAL SUMP LOCATIONS TO BE FIELD DETERMINED. PIPES SHALL BE Hancor BLUE SHIELD®, OR APPROVED EQUAL., OR APPROVED EQUAL.OR APPROVED EQUAL.

AutoCAD SHX Text

4.0 % BERM

AutoCAD SHX Text 2866.0

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INSTALL BOLT TIES FOR JOINING RCP SECTIONS AT LAST FOUR JOINTS

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INSTALL 44" FLAP GATE AT END OF CONDUIT

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STA. 2+67.0

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END CONDUIT

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2847.4

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3.0' RIPRAP CUTOFF

AutoCAD SHX Text 2850.4

AutoCAD SHX Text 2845.4

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GRADE DOWNSTREAM APPROXIMATELY 400 FEET TO CATCH POINT AT ELEVATION 2848.40

AutoCAD SHX Text 3:1

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RIPRAP STILLING BASIN

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GRAVEL

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3.0' SAND FILTER

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STA. 2+37.5 END CONC. CAP/ CONC. BEDDING

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LIME AMENDED BACKFILL

AutoCAD SHX Text 2856.0

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STABILIZATION MATTING

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GROUTED RIPRAP

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36" RCP

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1.0' GRAVEL

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FILTER FABRIC

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END BEDDING

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1.0' SAND FILTER

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-OW-21709-01.dwg

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DOWL

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CDM

AutoCAD SHX Text 02-27-22

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MARK

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REVISION

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DATE

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APPROVED

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SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

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LEWISTOWN

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MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS 2021\21027 Dry Blood Dam\Civil\SC-CS-OW-21917-01.dwg LAST SAVED: 2/25/2022 1:16 PM

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OUTLET WORKS PLAN & PROFILE STA 1+90 TO STA 3+60

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OW2B

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SCALE IN FEET

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CONTOUR INTERVAL =

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1 FOOT

AutoCAD SHX Text 3:1

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AutoCAD SHX Text 3:1

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36" RCP OUTLETWORKS CONDUIT

AutoCAD SHX Text -4% +

AutoCAD SHX Text -4%

AutoCAD SHX Text -4% +

AutoCAD SHX Text 2:1

AutoCAD SHX Text 3:1

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VERTICAL SLOTTED HDPE PIPES FOR DEWATERING

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DATE:

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APPROVED 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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KBK (WHS)

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CDM

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JLC

AutoCAD SHX Text 02-27-22

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OW2B

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OW2B

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DRAIN WEEP AT 4 FT. CLEAR, EA. SIDE OF RCP CONDUIT

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2.5" SCH. 80 PVC,0.125" WIDE SLOTS, 11 SLOTS PER FT. MIN.

AutoCAD SHX Text 2851.4

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ENCASE PVC PIPE THROUGH RIPRAP WITH 4" TYPE 304STAINLESS STEEL PIPE

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TOP OF GROUT ON HEADWALL

AutoCAD SHX Text 2850.4

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EXTEND 2' MINIMUM INTO DRAIN GRAVEL

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4" EXTERIOR RODENT GUARD, AGRIDRAIN OR APPROVED EQUAL

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END CAP

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OW2B

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OW2B

4" RELIEF DRAIN WEEPS SEE DETAILS THIS SHEET

SECTION

36" RCP OUTLET WORKS CONDUIT

CONCRETE RISER TO STA. 2+67

DETAIL

PRECAST CONCRETE

PIPE SUPPORT BLOCK

FOR 36" RCP PIPE

DETAIL

36" RCP OUTLET WORKS CONDUIT

SECTION

18" HDPE OUTLET WORKS CONDUIT

INLET TO CONCRETE RISER

SECTION

CONDUIT ENCASEMENT AND SAND BLANKET

STA. 1+52 TO STA. 2+37.5

DETAIL

PRECAST CONCRETE

PIPE SUPPORT BLOCK

FOR 18" HDPE PIPE

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

AutoCAD SHX Text A

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OW3

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OW2

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OW3

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OW3

AutoCAD SHX Text COMPACTED EMBANKMENT LEVEL PRIOR TO TRENCHING AND PLACEMENT OF OUTLET WORKS CONDUIT (TYP.)

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EL. VARIES

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EXISTING GROUND

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FINISHED EMBANKMENT SURFACE

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COMPACTED EMBANKMENT

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LIME AMENDED FILL

AutoCAD SHX Text

AutoCAD SHX Text 2847.0

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FILTER FABRIC AS DIRECTED TO STABILIZE FOUNDATION

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CONCRETE BEDDING

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CONCRETE CAP

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OUTLET WORKS

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EXIST. 30" CMP(TO BE REMOVED)

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SCALE IN FEET

AutoCAD SHX Text 36"

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RCP

AutoCAD SHX Text

TOP OF LIME AMENDED FILL EL. 2857.75

AutoCAD SHX Text

OW3

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OW3

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36" RCP PIPE

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12" THICK CONCRETE SUPPORT BLOCK

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REBAR SUPPORT ROD SET AT A MINIMUM 2" CLEAR OF PIPE

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OW3

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OW3

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12" MIN. COVER

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OUTLET WORKS

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CONCRETE CAP

AutoCAD SHX Text EXCAVATE TRENCH IN COMPACTED EMBANKMENT AND REMOVE ALL LOOSE MATERIAL. TRENCH TO BE MAINTAINED IN MOIST CONDITION AND SHALL BE FILLED WITHIN 72 HOURS OF EXCAVATION.

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PIPE SUPPORT BLOCK BEYOND. SEE DETAIL 2, THIS SHT.

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CONCRETE BEDDING

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SCALE IN FEET

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FORM ENCASEMENT VERTICAL FROM STA. 1+52 TO STA. 1+55 (TYP. EACH SIDE)

AutoCAD SHX Text C

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OW3

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OW2

AutoCAD SHX Text

6" MIN. COVER

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LIME AMENDED FILL

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CONCRETE BEDDING

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CONCRETE CAP

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PIPE SUPPORT BLOCK BEYOND. SEE DETAIL 3, THIS SHT.

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 0.5

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OUTLET WORKS

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SCALE IN FEET

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VARIES

AutoCAD SHX Text B

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OW3

AutoCAD SHX Text

OW2

AutoCAD SHX Text 2847.0

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FILTER FABRIC AS DIRECTED TO STABILIZE FOUNDATION

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OUTLET WORKS CONDUIT

AutoCAD SHX Text

1' FILTER SAND BLANKET

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SCALE IN FEET

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AutoCAD SHX Text 36"

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RCP

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LIME AMENDED FILL

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COMPACTED EMBANKMENT

AutoCAD SHX Text

OW3

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OW3

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18" HDPE PIPE

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REBAR SUPPORT ROD SET AT A MINIMUM 2" CLEAR OF PIPE

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4" MIN THICK CONCRETE SUPPORT BLOCK

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AUTOCAD NAME:

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DESIGN OFFICE:

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DATE:

AutoCAD SHX Text SC-CS-OW-21709-01.dwg

AutoCAD SHX Text

DOWL

AutoCAD SHX Text

CDM

AutoCAD SHX Text 02-27-22

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SOUTH FORK DRY BLOOD DAM RECONSTRUCTION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

LEWISTOWN

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text U:\Choice2\D\Choice Shared Files\WHS PROJECTS…

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File details come from the government source that posted it. Updated Jun 26, 2022.