Attachment_2_-_Stellar_Creek_Road_Repair_Drawings.pdf
PDF 9 MB Posted
- Attached to
- GAOA STELLAR CREEK ROAD REPAIR
- Solicitation number
- 140L3622R0001
About this file
This notice solicits proposals for the GAOA Stellar Creek Road Repair project. The Bureau of Land Management (BLM) Montana State Office requires road grading, culvert and cattle guard removal and replacement, and unclassified excavation along the Stellar Creek Road corridor on BLM lands approximately 32 miles north of Forsyth, Montana. Additive alternatives include crushed top surfacing along portions and the entire road. The total estimated price range is $500,000 to $1,000,000. BLM issued Request for Proposal number 140L3622R0001 on the SAM website under a total small business set-aside. The NAICS code is 237310. Proposals are due on March 8th and award is anticipated on April 8th. The successful contractor must commence work within 10 days of notice to proceed on or around May 2nd and complete within 120 days by August 30th.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET
NO.
PAGE TITLE
1 COVER SHEET
2 LOCATION MAP
3 BASE BID SITE MAP
4 ADDITIVE ALTERNATE
SITE MAP
5 CULVERT SUMMARY
FRAME
6 CULVERT AND CATTLE
GUARD DETAILS
7 SPLASH PAD & CATTLE
GUARD DETAILS
8 LOW WATER
CROSSING DETAIL
9 HEAD CUT GRADING
DETAIL
10 TYPICAL SECTIONS
11-17 BASE BID PLAN
SHEETS
18-24 ADDITIVE ALTERNATE
PLAN SHEETS
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
%%UDRAWING INDEX
AutoCAD SHX Text U.
AutoCAD SHX Text S.
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text M
AutoCAD SHX Text a
AutoCAD SHX Text r
AutoCAD SHX Text c
AutoCAD SHX Text h
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%USTATE REFERENCE MAP
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text
ROSEBUD COUNTY
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
MONTANA
PROJECT LOCATION
STELLAR CREEK ROAD
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
10 MILES
AutoCAD SHX Text
20 MILES
AutoCAD SHX Text
%%ULOCATION MAP
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
ALDINGER ROAD
BIG PORCUPINE CREEK ROAD
0+00
AutoCAD SHX Text 50+00
AutoCAD SHX Text 100+00
AutoCAD SHX Text 150+00
AutoCAD SHX Text 200+00
AutoCAD SHX Text 250+00
AutoCAD SHX Text 300+00
AutoCAD SHX Text 350+00
AutoCAD SHX Text 400+00
AutoCAD SHX Text 450+00
AutoCAD SHX Text 500+00
AutoCAD SHX Text 501+49
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
BASE BID SITE MAP
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2,500'
AutoCAD SHX Text 5,000'
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
AutoCAD SHX Text
HEADCUT GRADING LOCATION STA 328+00± SEE DETAIL SHEET 9
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
START OF PROJECT STA 0+00
AutoCAD SHX Text
END OF PROJECT STA 501+49±
AutoCAD SHX Text
LOW WATER CROSSING LOCATION STA 282+50± SEE DETAIL SHEET 8
AutoCAD SHX Text 50+00
AutoCAD SHX Text
%%UBASE BID SITE MAP
AutoCAD SHX Text
%%UGENERAL NOTES
AutoCAD SHX Text
1. MONTANA 811 CALL BEFORE YOU DIG IS REQUIRED PRIOR TO EXCAVATION AND MUST MONTANA 811 CALL BEFORE YOU DIG IS REQUIRED PRIOR TO EXCAVATION AND MUST BE MAINTAINED, CONTRACTOR RESPONSIBLE TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN EXISTING UTILITIES AND CONSTRUCTION ACTIVITIES. 2. CONSTRUCTION OPERATIONS AND MATERIAL/EQUIPMENT STAGING SHALL BE CONFINED CONSTRUCTION OPERATIONS AND MATERIAL/EQUIPMENT STAGING SHALL BE CONFINED TO AREAS AS DIRECTED BY CONTRACTING OFFICER REPRESENTATIVE. 3. CONTRACTOR SHALL PROVIDE ALL SIGNAGE FOR THE CONSTRUCTION AREA. IN CONTRACTOR SHALL PROVIDE ALL SIGNAGE FOR THE CONSTRUCTION AREA. IN ADDITION, CONTRACTOR SHALL PLACE A "CONSTRUCTION AHEAD" SIGN AT STELLAR CREEK ROAD ENTRANCE.
AutoCAD SHX Text
4. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED, RECLAIMED AND SEEDED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 5. CONTRACTOR TO FIELD VERIFY EXTENT OF ALL REPAIR AREAS AND QUANTITIES PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL ENSURE SUB-GRADE IS FIRM AND SUITABLE FOR PROPER BEARING CAPACITY BEFORE PLACING NEW FILL AND BASE MATERIAL. 7. CULVERTS TO BE INSTALLED THROUGHOUT PROJECT CORRIDOR, SEE CULVERT SUMMARY FRAME, SHEET 5 FOR SIZE AND LOCATION. ENSURE ALL CULVERTS INSTALLED AT 2% MIN. TO ALLOW FOR POSITIVE CROSS-ROAD DRAINAGE.
AutoCAD SHX Text
CATTLE GUARD REPLACEMENT STA 105+50±
AutoCAD SHX Text
CATTLE GUARD REPLACEMENT STA 447+50±
AutoCAD SHX Text
CATTLE GUARD REPLACEMENT STA 316+00±
AutoCAD SHX Text
ROAD MAINTENANCE 19.2 LANE MILES STA 0+00 TO 501+49±
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
0+00
AutoCAD SHX Text 50+00
AutoCAD SHX Text 100+00
AutoCAD SHX Text 150+00
AutoCAD SHX Text 200+00
AutoCAD SHX Text 250+00
AutoCAD SHX Text 300+00
AutoCAD SHX Text 350+00
AutoCAD SHX Text 400+00
AutoCAD SHX Text 450+00
AutoCAD SHX Text 500+00
AutoCAD SHX Text 501+49
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
ADDITIVE ALTERNATE SITE MAP
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2,500'
AutoCAD SHX Text 5,000'
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
START OF PROJECT STA 0+00
AutoCAD SHX Text
END OF PROJECT STA 501+49±
AutoCAD SHX Text 50+00
AutoCAD SHX Text
%%UADDITIVE ALTERNATE SITE MAP
AutoCAD SHX Text
%%UGENERAL NOTES
AutoCAD SHX Text
1. MONTANA 811 CALL BEFORE YOU DIG IS REQUIRED PRIOR TO EXCAVATION AND MUST MONTANA 811 CALL BEFORE YOU DIG IS REQUIRED PRIOR TO EXCAVATION AND MUST BE MAINTAINED, CONTRACTOR RESPONSIBLE TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN EXISTING UTILITIES AND CONSTRUCTION ACTIVITIES. 2. CONSTRUCTION OPERATIONS AND MATERIAL/EQUIPMENT STAGING SHALL BE CONFINED CONSTRUCTION OPERATIONS AND MATERIAL/EQUIPMENT STAGING SHALL BE CONFINED TO AREAS AS DIRECTED BY CONTRACTING OFFICER REPRESENTATIVE. 3. CONTRACTOR SHALL PROVIDE ALL SIGNAGE FOR THE CONSTRUCTION AREA. IN CONTRACTOR SHALL PROVIDE ALL SIGNAGE FOR THE CONSTRUCTION AREA. IN ADDITION, CONTRACTOR SHALL PLACE A "CONSTRUCTION AHEAD" SIGN AT STELLAR CREEK ROAD ENTRANCE.
AutoCAD SHX Text
4. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED, RECLAIMED AND SEEDED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 5. CONTRACTOR TO FIELD VERIFY EXTENT OF ALL REPAIR AREAS AND QUANTITIES PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL ENSURE SUB-GRADE IS FIRM AND SUITABLE FOR PROPER BEARING CAPACITY BEFORE PLACING NEW FILL AND BASE MATERIAL.
AutoCAD SHX Text
ADDITIVE ALTERNATE 1 STA 0+00 TO 167+16
AutoCAD SHX Text
ADDITIVE ALTERNATE 2 STA 167+16 TO 334+32
AutoCAD SHX Text
ADDITIVE ALTERNATE 2 STA 167+16 TO 334+32
AutoCAD SHX Text
ADDITIVE ALTERNATE 3 STA 334+32 TO 501+49
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text ROAD MAINTENANCE 34" MINUS CRUSHED TOP SURFACING (TYP.) THROUGHOUT ALL THREE ALTERNATES
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
CULVERT SUMMARY FRAME
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
DIMENSIONS
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
DIA.
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text H
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
APPROX.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
BODY
AutoCAD SHX Text 1"%%p
AutoCAD SHX Text 1"%%p
AutoCAD SHX Text (Max.)
AutoCAD SHX Text 2"%%p
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 10"
AutoCAD SHX Text 14"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 13"
AutoCAD SHX Text 6"
AutoCAD SHX Text 9"
AutoCAD SHX Text 19"
AutoCAD SHX Text 41"
AutoCAD SHX Text 48"
AutoCAD SHX Text 1Pc.
AutoCAD SHX Text 60"
AutoCAD SHX Text 72"
AutoCAD SHX Text 1Pc.
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text L
AutoCAD SHX Text
PIPE PAY
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text
%%USTANDARD CONNECTION FOR PIPE CULVERTS
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
%%UTYPE 1
AutoCAD SHX Text
FOR 12" THRU
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
LUG
AutoCAD SHX Text
THREADED
AutoCAD SHX Text
ROD
AutoCAD SHX Text
%%UTYPE 2
AutoCAD SHX Text F0R 30"
AutoCAD SHX Text
THREADED ROD
AutoCAD SHX Text
ROD HOLDER
AutoCAD SHX Text 1-
AutoCAD SHX Text 1/2"%%P
AutoCAD SHX Text
GAUGE
AutoCAD SHX Text 2-1/2
AutoCAD SHX Text 2-1/2
AutoCAD SHX Text
24" ONLY
AutoCAD SHX Text & 36"
AutoCAD SHX Text
1. THREE-PIECE BODIES TO HAVE 12-GA. SIDES AND 10 GA. CENTER PANELS. WIDTH OF CENTER
AutoCAD SHX Text PANELS TO BE GREATER THAN 20% OF THE PIPE PERIPHERY. MULTIPLE PANEL BODIES TO HAVE
AutoCAD SHX Text
LAP SEAMS WHICH ARE TO BE TIGHTLY JOINED BY 3/8" %%C GALVANIZED RIVETS OR BOLTS.
AutoCAD SHX Text
2. TOE PLATES SHALL BE INSTALLED ON END SECTIONS WHEN APPROVED BY THE C.O.
AutoCAD SHX Text
TOE PLATES SHALL BE THE SAME GAUGE AS THE END SECTIONS.
AutoCAD SHX Text
3. TYPE-3 CONNECTION INCLUDES ONE FOOT OF PIPE LENGTH FOR 42"
AutoCAD SHX Text
THROUGH 84" DIAMETER PIPES AS A CONNECTOR SECTION.
AutoCAD SHX Text
A CONNECTOR SECTION SHALL BE ATTACHED TO THE END SECTION BY GALVANIZED RIVETS
AutoCAD SHX Text
OR BOLTS & SHALL BE THE SAME GAUGE AS THE END.
AutoCAD SHX Text
4. 12" OR GREATER MINIMUM DEPTH OF COVER REQUIRED ON ALL PIPE SIZES PER MANUFACURERS RECOMMENDATIONS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text 6"
AutoCAD SHX Text FOR 1/2" x 2"
AutoCAD SHX Text
MB
AutoCAD SHX Text
DETAIL E
AutoCAD SHX Text 4'-3" (1295 mm)
AutoCAD SHX Text 1/2" x 10" MB
AutoCAD SHX Text
WOOD POST, TYP.
AutoCAD SHX Text %%uANGLE-IRON END WING
AutoCAD SHX Text %%uSECTION Y-Y
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
PLATE TYP.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
COPE ONE
AutoCAD SHX Text
LEG & BEND
AutoCAD SHX Text x 2"M.B.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
%%UFRONT VIEW
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text 3"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text %%C
AutoCAD SHX Text
HOLE FOR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text 5"
AutoCAD SHX Text
5/16" BENT P
AutoCAD SHX Text L
AutoCAD SHX Text 45%%D
AutoCAD SHX Text
%%UFRONT VIEW
AutoCAD SHX Text
%%UEND ELEVATION-RIGHT WING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%C HOLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text x 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
& NUT, TYP.
AutoCAD SHX Text
SEE DETAIL D
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
DIAGONAL BRACE
AutoCAD SHX Text 2" x 2" x
AutoCAD SHX Text
HORIZONTAL STRUT
AutoCAD SHX Text 1 x 1 x
AutoCAD SHX Text C8 x 13.75
AutoCAD SHX Text 2" x 2" x
AutoCAD SHX Text x 10" MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
FOR
AutoCAD SHX Text
HOLE
AutoCAD SHX Text 9/16"%%C
AutoCAD SHX Text
%%UDETAIL D
AutoCAD SHX Text
%%UDETAIL E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 8"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
SEE DETAIL A
AutoCAD SHX Text 3/4" x 12" ANCHOR BOLT
AutoCAD SHX Text
W/2" PROJECTION; ADJUST AS
AutoCAD SHX Text
NECESSARY TO ACCOMMODATE GRID
AutoCAD SHX Text #4 x 2'-3"
AutoCAD SHX Text
BARS @ 1'-6"
AutoCAD SHX Text
#4 BARS SPACED AS SHOWN IN SECTION A-A
AutoCAD SHX Text
SINGLE UNIT W = 16'
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text
C HOOK
AutoCAD SHX Text L
AutoCAD SHX Text L/5
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
C HOOK
AutoCAD SHX Text L
AutoCAD SHX Text L/5
AutoCAD SHX Text
C OF UNIT
AutoCAD SHX Text L
AutoCAD SHX Text 8"
AutoCAD SHX Text
SEE CATTLE GUARD
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 8"
AutoCAD SHX Text
C PRECAST, SEE SECTION X-X
AutoCAD SHX Text
FOR REINFORCEMENT
AutoCAD SHX Text L
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
2'-0" MIN.
AutoCAD SHX Text
C PRECAST
AutoCAD SHX Text L
AutoCAD SHX Text 6"
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
FINISHED
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRID
AutoCAD SHX Text
(WITH GRID AND WINGS IN PLACE)
AutoCAD SHX Text
SECTION AT ROAD L
AutoCAD SHX Text C
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
%%UDETAIL A
AutoCAD SHX Text
%%USECTION X-X
AutoCAD SHX Text 10"
AutoCAD SHX Text 4"
AutoCAD SHX Text 16"
AutoCAD SHX Text 15"
AutoCAD SHX Text 1"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4" O.D.
AutoCAD SHX Text
RECESS IN CONCRETE
AutoCAD SHX Text
HOOK AND RING TO
AutoCAD SHX Text
BE FABRICATED
AutoCAD SHX Text
NOTE: SUBMIT FABRICATOR'S
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text
%%UEND VIEW
AutoCAD SHX Text 8"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3/4" x 12"
AutoCAD SHX Text
ANCHOR BOLT
AutoCAD SHX Text W/2"
AutoCAD SHX Text
#4 BAR
AutoCAD SHX Text 4"
AutoCAD SHX Text
#4 BAR
AutoCAD SHX Text
#4 BARS, SEE
AutoCAD SHX Text
ELEVATION @ 1'-6"
AutoCAD SHX Text C.C.
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text
1. ON EARTH-SURFACED ROADS, SET TOP OF CATTLE GUARD 8" ABOVE
AutoCAD SHX Text
SUBGRADE. TAPER FILL BACK FROM CATTLE GUARD APPROX. 50' IN
AutoCAD SHX Text
BOTH DIRECTIONS.
AutoCAD SHX Text
2. #4 REINFORCEMENT MAY BE SPLICED WITH 24" LAP.
AutoCAD SHX Text
1 1/2" CIR.
AutoCAD SHX Text
WING DRAWING
AutoCAD SHX Text 1/2" O
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
STANDARD LIFTING EYE
AutoCAD SHX Text
FOR APPROVAL IN LIEU
AutoCAD SHX Text
OF DESIGN SHOWN.
AutoCAD SHX Text
SEE SPECIFICATIONS FOR LENGTH
AutoCAD SHX Text
C.C. MAX.
AutoCAD SHX Text
STEEL
AutoCAD SHX Text 4"
AutoCAD SHX Text
PROJECTION
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
%%UCATTLE GUARD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
CULVERT & CATTLE GUARD DETAILS
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/02/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/02/2021
STRINGERS MAX. 24" O.C.
AutoCAD SHX Text
1/4" HEADER PLATE
AutoCAD SHX Text
SIDE PLATE HEIGHT
AutoCAD SHX Text
1/4" HEADER PLATE
AutoCAD SHX Text
WELD RAILS TO
AutoCAD SHX Text
ALL JUNCTURES
AutoCAD SHX Text
SEE DETAIL A
AutoCAD SHX Text
SEE DETAIL A
AutoCAD SHX Text
ANCHOR CLIPS, BOTH SIDES
AutoCAD SHX Text
(FURNISHED LOOSE AND
AutoCAD SHX Text
FIELD WELDED, OR SHOP
AutoCAD SHX Text
WELD, AS SPECIFIED.)
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
1/4" END PLATE
AutoCAD SHX Text
WELD TOP
AutoCAD SHX Text
RADIUS OF
AutoCAD SHX Text
RAILS TO END
AutoCAD SHX Text
PLATE.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SIDE PLATE
AutoCAD SHX Text
BOTH SIDES
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 3" x 3" x 3/8"
AutoCAD SHX Text
%%USIDE PLAN
AutoCAD SHX Text
%%UTOP PLAN
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
AutoCAD SHX Text
%%UTORQUE ROD CONNECTION
AutoCAD SHX Text
%%UANCHOR CLIP DETAIL
AutoCAD SHX Text
%%UDETAIL B
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
%%UDETAIL A
AutoCAD SHX Text
6" O SCH. 80 PIPE STRINGERS
AutoCAD SHX Text
AutoCAD SHX Text
WELD ALL AROUND TO HEADER P
AutoCAD SHX Text L
AutoCAD SHX Text 's.
AutoCAD SHX Text
AutoCAD SHX Text
SIDE PLATE
AutoCAD SHX Text
DRILL HOLES TO
AutoCAD SHX Text
MATCH WING,
AutoCAD SHX Text
BOTH SIDES.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TORQUE BAR
AutoCAD SHX Text
LOCATIONS FOR
AutoCAD SHX Text
8'-0" GRID
AutoCAD SHX Text
FOR OTHER
AutoCAD SHX Text
WIDTH GRIDS
AutoCAD SHX Text
MIN. 4 BARS
AutoCAD SHX Text
REQ'D, LOCATED
AutoCAD SHX Text
AT ENDS &
AutoCAD SHX Text
CENTERED ON
AutoCAD SHX Text
GRID.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
AutoCAD SHX Text
ROD, 5/8" O
AutoCAD SHX Text
AutoCAD SHX Text
6" O PIPE
AutoCAD SHX Text
AutoCAD SHX Text
AS REQUIRED ON WORK DATA SHEET. SEE DETAIL C.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
SHOWN, AND WELDED WITH 3/16" FILLET WELDS TO TOP OF RAILS
AutoCAD SHX Text
SEE DETAIL B.
AutoCAD SHX Text x 1 1/4"
AutoCAD SHX Text
2 1/2" 0 SCH. 80 PIPE RAILS
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 1 1/4"-1 1/2"
AutoCAD SHX Text
15 RAILS MAX. 4 1/2" CLEAR SPACE
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
1. DESIGN LOADING OF GRID CONFORMS TO AASHTO H-20-44.
AutoCAD SHX Text
2. PROVIDE 4-1 1/2" x 1/4" TORQUE BARS, FULL LENGTH, SPACED AS
AutoCAD SHX Text
3. END PLAT FLUSH WITH, AND WELDED TO, RAILS.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TORQUE BAR
AutoCAD SHX Text
ROD, 5/8"
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
ANCHOR CLIP
AutoCAD SHX Text
6" 0 PIPE
AutoCAD SHX Text 2"
AutoCAD SHX Text 0 x 1 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 16'
AutoCAD SHX Text
SEE SPECIFICATIONS
AutoCAD SHX Text
SEE DETAIL C
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"x1 1/2"
AutoCAD SHX Text
LONG
AutoCAD SHX Text
1/4" END
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
2 1/2" 0 PIPE
AutoCAD SHX Text
LONG
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
%%UDETAIL C
AutoCAD SHX Text
%%UWELDING SYMBOLS LEGEND:
AutoCAD SHX Text
FILLET WELD THIS SIDE
AutoCAD SHX Text
FILLET WELD BOTH SIDES
AutoCAD SHX Text
FILLET WELD ALL AROUND
AutoCAD SHX Text
%%UCATTLE GUARD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
%%URIPRAP SPLASH PAD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 10'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
SLOPE TO ALLOW
AutoCAD SHX Text
FOR POSITIVE FLOW
AutoCAD SHX Text
CSP WITH FETS
AutoCAD SHX Text
GEOTEXTILE FILTER FABRIC
AutoCAD SHX Text
1' THICKNESS RANDOM
AutoCAD SHX Text
RIPRAP CLASS 1
AutoCAD SHX Text
OVERLAP 1.0' IN ALL
AutoCAD SHX Text
DIRECTIONS
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
SPLASH PAD & CATTLE GUARD DETAIL
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/02/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/02/2021
LOW WATER CROSSING DETAIL 282+50±1
A
A
SECTION A - A
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
LOW WATER CROSSING DETAIL
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/30/2021
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text REMOVE AND RESET EXISTING 2' x 2' CONCRETE BLOCKS, APPROXIMATELY 176 BLOCKS TO BE RESET. BROKEN BLOCKS TO BE HAULED OFF-SITE AND PROPERLY DISPOSED OF BY CONTRACTOR AND INCLUDED IN THE PRICE FOR LOW WATER CROSSING.
AutoCAD SHX Text # FOR INFORMATION ONLY APPROXIMATELY 31 CUBIC YARDS OF CLASS 1 RANDOM RIPRAP AT 1.0' DEPTH FOR UPSTREAM AND DOWNSTREAM COMBINED.
AutoCAD SHX Text LOWER EXISTING STREAM BED APPROXIMATELY 1.0'±TO ALLOW FOR NATURAL FLOW OF WATER OVER RESET CONCRETE BLOCK CROSSING.
AutoCAD SHX Text EXISTING ELEVATED CROSSING. SATURATED SOIL TO BE HAULED OFF-SITE AND PROPERLY DISPOSED OF BY CONTRACTOR AND INCLUDED IN THE PRICE FOR LOW WATER CROSSING.
AutoCAD SHX Text LOWER EXISTING STREAM BED APPROXIMATELY 1.0'±TO ALLOW FOR NATURAL FLOW OF WATER OVER RESET CONCRETE BLOCK CROSSING.
AutoCAD SHX Text REMOVE AND RESET EXISTING 2' x 2' CONCRETE BLOCKS, APPROXIMATELY 176 BLOCKS TO BE RESET.
AutoCAD SHX Text
RESTORE NATURAL STREAM FLOW
AutoCAD SHX Text
RESTORE NATURAL STREAM FLOW
AutoCAD SHX Text
# NEW 1.0' RANDOM RIPRAP - CLASS 1
AutoCAD SHX Text
# NEW 1.0' RANDOM RIPRAP - CLASS 1
AutoCAD SHX Text
EXISTING SUB-GRADE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text NEW 0.5', 1" WASHED ROCK UNDER RESET CONCRETE BLOCKS WITHIN CHANNEL LIMITS ONLY. APPROXIMATELY 5 CUBIC YARDS.
NEW 1.0' RANDOM RIPRAP UNDER RESET CONCRETE BLOCKS WITHIN CHANNEL LIMITS ONLY. APPROXIMATELY 9 CUBIC YARDS.
HEADCUT GRADING DETAIL 328+00±1
AutoCAD SHX Text
CP1
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
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
STELLAR CREEK ROAD - LD.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
HEADCUT GRADING DETAIL
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text NEW 80-FOOT, 36" POLY-COATED CSP W/ FETS INLET INVERT: 2935.5' OUTLET INVERT: 2931.10 STA 328+00±
AutoCAD SHX Text NEW 80-FOOT, 36" POLY-COATED CSP W/ FETS INLET INVERT: 2935.50' OULET INVERT: 2934.10' STA 329+50±
AutoCAD SHX Text NEW 80-FOOT, 36" POLY-COATED CSP W/ FETS INLET INVERT: 2935.50' OULET INVERT: 2931.10' STA 328+75±
AutoCAD SHX Text CONTOL POINT 1 DO NOT DISTURB LAT: 46°40'39.23"NLONG: 106°51'31.95"WELEV: 2938.05'
AutoCAD SHX Text NEW 80-FOOT, 36" POLY-COATED CSP W/ FETS INLET INVERT: 2935.5' OUTLET INVERT: 2931.10 STA 327+80±
AutoCAD SHX Text 178.0' LONG BY 13' WIDE, 86 CU. YDS. RANDOM RIPRAP, CLASS 1 AT 1.0' DEPTH ATOP 299 SQ. YDS. FILTER FABRIC. RIPRAP OVER-EXCAVATION QUANTITY INCLUDED IN TOTAL UNCLASSIFIED EXCAVATION QUANTITY.
AutoCAD SHX Text NOTES: 1. ESTIMATED CUT QUANTITY = 995.44 CU. YDS. & ESTIMATED CUT QUANTITY = 995.44 CU. YDS. & ESTIMATED FILL QUANTITY = 793.98 CU. YDS., FOR INFORMATION ONLY. 2. CUT FILL QUANTITIES BASED ON A CUT/FILL CUT FILL QUANTITIES BASED ON A CUT/FILL FACTORS OF 1.0, RESPECTIVELY. 3. EXCESS MATERIAL SHALL BE WASTED WITHIN EXCESS MATERIAL SHALL BE WASTED WITHIN CONSTRUCTION LIMITS ONSITE. 4. ALL QUANTITIES ARE APPROXIMATE.ALL QUANTITIES ARE APPROXIMATE.
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
SPLASH PAD 16 CU. YDS. RANDOM RIPRAP, CLASS 1 ATOP 30 SQ. YDS. FILTER FABRIC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPLASH PAD 5 CU. YDS. RANDOM RIPRAP, CLASS 1 ATOP 11 SQ. YDS. FILTER FABRIC
AutoCAD SHX Text
SPLASH PAD 5 CU. YDS. RANDOM RIPRAP, CLASS 1 ATOP 11 SQ. YDS. FILTER FABRIC
AutoCAD SHX Text
AutoCAD SHX Text
PROFILE GRADE LINE = GRADE, SHAPE, COMPACT EXISTING ROAD SURFACE
3 % CROSS SLOPE
AutoCAD SHX Text
%%UBASE BID - TYPICAL SECTION 1
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
BASE BID: STA 0+00 TO STA 506+88
AutoCAD SHX Text 16.0'±
AutoCAD SHX Text
EXISTING GROUND VARIES
AutoCAD SHX Text
EXISTING GROUND VARIES
3 % CROSS SLOPE
AutoCAD SHX Text
3" CRUSHED TOP SURFACING
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text 16.0'±
AutoCAD SHX Text
%%UADDITIVE ALTERNATE - TYPICAL SECTION 2
AutoCAD SHX Text
PROFILE GRADE LINE = GRADE, SHAPE, COMPACT FINISHED TOP SURFACE
AutoCAD SHX Text
ADDITIVE ALTERNATE 1: STA 0+00 TO STA 167+16TO STA 167+16
AutoCAD SHX Text
ADDITIVE ALTERNATE 2: STA 167+16 TO STA 334+32 STA 334+32
AutoCAD SHX Text
ADDITIVE ALTERNATE 3: STA 334+32 TO STA 501+49
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 3:1
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: GUY STICKNEY
AutoCAD SHX Text
AUTOCAD NAME:
AutoCAD SHX Text
RECOMMENDED BY: TANNER CAHILL
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text
MILES CITY FIELD OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
STELLAR CREEK ROAD - TS.DWG
AutoCAD SHX Text
TYPICAL SECTIONS
AutoCAD SHX Text
STELLAR CREEK ROAD REPAIR
AutoCAD SHX Text 04/02/2021
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 04/02/2021
STELLAR CREEK ROAD 0+00' - 35+00
STELLAR CREEK ROAD 35+00' - 72+00
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
BEGIN PROJECT STA 0+00 LAT: 46°41'8.50"NLONG: 106°57'33.36"W
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
REMOVE 40-FT, 30" CMP NEW 40-FT, 36" POLY-COATED CSP W/ FETS STA 29+50±
AutoCAD SHX Text
REMOVE 40-FT, 24" CMP NEW 40-FT, 24" POLY-COATED CSP W/ FETS STA 49+00±
AutoCAD SHX Text
GS
GS
STELLAR CREEK ROAD 72+00' - 109+00
STELLAR CREEK ROAD 109+00' - 146+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
REMOVE 40-FT, 18" CMP NEW 40-FT, 24" POLY-COATED CSP W/ FETS STA 82+00±
REMOVE 12-FOOT, CATTLE GUARD NEW 16-FOOT, CATTLE GUARD STA 105+50±
STELLAR CREEK ROAD 146+00' - 184+00
STELLAR CREEK ROAD 184+00' - 219+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
REMOVE 40-FT, 18" CMP NEW 40-FT, 24" POLY-COATED CSP W/ FETS STA 161+10±
AutoCAD SHX Text
REMOVE 40-FT, 36" CMP NEW 40-FT, 36" POLY-COATED CSP W/ FETS STA 208+50±
AutoCAD SHX Text
REMOVE 40-FT, 24" CPP NEW 40-FT, 36" POLY-COATED CSP W/ FETS STA 215+00±
AutoCAD SHX Text
REMOVE 40-FT, 36" CMP NEW 40-FT, 36" POLY-COATED CSP W/ FETS STA 208+70±
REMOVE 40-FT, 18" CMP NEW 40-FT, 24" POLY-COATED CSP W/ FETS STA 215+20±
STELLAR CREEK ROAD 219+00' - 256+00
STELLAR CREEK ROAD 256+00' - 295+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
LOW WATER CROSSING STA 282+50±SEE DETAIL SHEET 8
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 234+10±
AutoCAD SHX Text
NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 274+80±
AutoCAD SHX Text
NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 273+60±
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 267+30±
REMOVE 40-FOOT, 18" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 238+30±
STELLAR CREEK ROAD 295+00' - 326+00
STELLAR CREEK ROAD 326+00' - 364+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
HEAD CUT GRADING STA 328+00±SEE DETAIL SHEET 9
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 320+20±
AutoCAD SHX Text
REMOVE 12-FOOT, CATTLE GUARD NEW 16-FOOT, CATTLE GUARD STA 316+00±
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 336+00±
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 308+80±
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 40-FOOT, 24" HDPE NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 342+15±
REMOVE 40-FOOT, 24" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 358+80±
STELLAR CREEK ROAD 364+00' - 402+00
STELLAR CREEK ROAD 402+00' - 440+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 367+40±
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 424+00±
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 393+50±
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 406+25±
REMOVE 40-FOOT, 18" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 410+60±
STELLAR CREEK ROAD 440+00' - 476+00
STELLAR CREEK ROAD 476+00' - 501+49
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BASE BID PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
AutoCAD SHX Text
END PROJECT STA 501+49 LAT: 46°38'32.15"NLONG: 106°49'52"W
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 488+50±
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 480+10±
AutoCAD SHX Text
REMOVE 40-FOOT, 36" CMP NEW 40-FOOT, 36" POLY-COATED CSP W/ FETS STA 447+00±
AutoCAD SHX Text
REMOVE 40-FOOT, 24" CMP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 450+50±
AutoCAD SHX Text
REMOVE 40-FOOT, 18" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 472+10±
AutoCAD SHX Text
REMOVE 40-FOOT,18" CPP NEW 40-FOOT, 24" POLY-COATED CSP W/ FETS STA 446+60±
REMOVE 12-FOOT, CATTLE GUARD NEW 16-FOOT, CATTLE GUARD STA 447+50±
STELLAR CREEK ROAD 0+00' - 35+00
STELLAR CREEK ROAD 35+00' - 72+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ADDITIVE ALTERNATE PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
ADDITIVE ALTERNATE 1 STA 0+00 TO 167+16
AutoCAD SHX Text
ADDITIVE ALTERNATE 1 STA 0+00 TO 167+16
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS.
BEGIN PROJECT STA 0+00 LAT: 46°41'8.50"NLONG: 106°57'33.36"W
STELLAR CREEK ROAD 72+00' - 109+00
STELLAR CREEK ROAD 109+00' - 146+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 125'
AutoCAD SHX Text 250'
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\MCFO\ROADS\2021 GAOA STELLAR CREEK ROAD\CADD\DWG\STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TJ
AutoCAD SHX Text
TJ
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
GS
AutoCAD SHX Text
GS
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
STELLAR CREEK RD
AutoCAD SHX Text
ALDINGER RD
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
MILES CITY FIELD OFFICE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
STELLAR CREEK ROAD - PP.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/30/21
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ADDITIVE ALTERNATE PLAN SHEET
AutoCAD SHX Text
STELLAR CREEK ROAD
AutoCAD SHX Text
UNITED STATES…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .