Attachment_2_-_Crooked_Creek_Road_Repair_Phase_I_Drawings.pdf

PDF 9 MB Posted Aug 13, 2021

Attached to: GAOA - CROOKED CREEK ROAD REPAIR PHASE I
Solicitation number: 140L3621R0007
Issued by: Department of the Interior Bureau of Land Management

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation seeks proposals for road repair services along 2.6 miles of Crooked Creek Road near Bridger, Montana. The Bureau of Land Management intends to award a firm-fixed price contract valued between $250,000 and $500,000 to furnish labor, equipment, materials and supplies to reestablish the road typical section and grade along the specified route. Scope of work includes ditch establishment, soil moisture control, aggregate base course spreading and compaction, and culvert replacement or installation. Proposals are due by September 13, 2021 to the BLM Montana State Office. The government aims to award the contract by September 23rd, with work to commence within 10 days of notice and be complete within 125 calendar days, including final cleanup.

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Other files

File	Type	Posted
Sol_140L3621R0007_Amd_0001.pdf	PDF	Sep 8, 2021
140L3621R0007_Amendment_1_(Issued)_0001.pdf	PDF	Sep 8, 2021
Attachment_3_-_General_Decision_Number.pdf	PDF	Aug 13, 2021
Attachment_9_-_SFA_Payment_Bond.pdf	PDF	Aug 13, 2021
Attachment_5_-_Past_Performance_Questionnaire.pdf	PDF	Aug 13, 2021
Sol_140L3621R0007.pdf	PDF	Aug 13, 2021
Attachment_1_-_Crooked_Creek_Road_Repair_Phase_I_Technical_Specifications.pdf	PDF	Aug 13, 2021
Attachment_4_-_Reference_List.pdf	PDF	Aug 13, 2021
Attachment_10_-_DI-137_Release_of_Claims.pdf	PDF	Aug 13, 2021
Attachment_6_-_Financial_Responsibility_Required_Documentation.pdf	PDF	Aug 13, 2021
Attachment_8_-_SF25_Performance_Bond.pdf	PDF	Aug 13, 2021
140L3621R0007_Solicitation_Package_(Issued).pdf	PDF	Aug 13, 2021
Attachment_7_-_SF_24_Bid_Bond.pdf	PDF	Aug 13, 2021

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CROOKED CREEK ROAD REPAIR PHASE I

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CROOKED CREEK ROAD REPAIR PHASE I

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UNITED STATES

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UNITED STATES

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COVER SHEET

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XX-XXXXX

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CLINT ANDERSEN

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FULL NAME

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DETAILS - ROAD SECTION

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DETAILS - CULVERT

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DETAILS - CULVERT RIPRAP

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PLAN VIEW

GENERAL NOTES:

1. 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 STAKING: THE GOVERNMENT WILL PROVIDE

CONSTRUCTION STAKING FOR CULVERT INSTALLATION, BEGIN AND END

PHASE I STATIONS, AS WELL AS THE TYPICAL SECTION LOCATIONS.

3. CONSTRUCTION OPERATIONS AND MATERIAL/EQUIPMENT STAGING

SHALL BE CONFINED TO AREAS AS DIRECTED BY CONTRACTING OFFICER

REPRESENTATIVE.

4. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNAGE FOR

THE CONSTRUCTION AREA. IN ADDITION, CONTRACTOR SHALL PLACE A

"CONSTRUCTION AHEAD" SIGN AT CROOKED CREEK ROAD SOUTH AND

NORTH ENTRANCE.

5. 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.

6. CONTRACTOR TO FIELD VERIFY EXTENT OF ALL REPAIR AREAS

AND QUANTITIES PRIOR TO COMMENCING WORK.

7. CONTRACTOR SHALL ENSURE SUB-GRADE IS FIRM AND SUITABLE

FOR PROPER BEARING CAPACITY BEFORE PLACING NEW FILL AND BASE

MATERIAL.

8. PLAN VIEW IMAGERY FOR REFERENCE ONLY.

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5.8 MILES TO BRIDGER, MT

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BIA

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PHASE I BEGINNING STATION: 58+00

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PHASE I ENDING STATION: 196+00

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MONTANA

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CROOKED CREEK ROAD STA 58+00 - 71+20

NOTES:

1. AERIAL IMAGERY FOR REFERENCE ONLY.

2. DESIGN CENTERLINE TO MATCH EXISTING CENTERLINE.

3. GOVT. TO STAKE TYPICAL ROAD SECTION LOCATIONS.

4. SEE SHEET 14 FOR TYPICAL ROAD SECTIONS.

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3. GOVT. TO STAKE TYPICAL ROAD SECTION LOCATIONS.

4. SEE SHEET 14 FOR TYPICAL ROAD SECTIONS.

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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APPROVED BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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DATE:

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DESIGN OFFICE:

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DATE:

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BILLINGS FIELD OFFICE

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SHEET

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PLAN VIEW SHEET 3.DWG

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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

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MARK

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REVISION

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DATE

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APPROVED

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STA 145+70 - STA 160+60

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

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AUTOCAD

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NAME:

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CEA

AutoCAD SHX Text

GLS

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GLS

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MONTANA

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AutoCAD SHX Text 100'

CROOKED CREEK ROAD STA 160+60 - 175+50

NOTES:

1. AERIAL IMAGERY FOR REFERENCE ONLY.

2. DESIGN CENTERLINE TO MATCH EXISTING CENTERLINE.

3. GOVT. TO STAKE TYPICAL ROAD SECTION LOCATIONS.

4. SEE SHEET 14 FOR TYPICAL ROAD SECTIONS.

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DATE:

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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APPROVED BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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DATE:

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DESIGN OFFICE:

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DATE:

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BILLINGS FIELD OFFICE

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SHEET

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PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text

MARK

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REVISION

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DATE

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APPROVED

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STA 160+60 - STA 175+50

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

AutoCAD SHX Text

AUTOCAD

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NAME:

AutoCAD SHX Text

CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

AutoCAD SHX Text 100'

CROOKED CREEK ROAD STA 175+50 - STA 190+40

NOTES:

1. AERIAL IMAGERY FOR REFERENCE ONLY.

2. DESIGN CENTERLINE TO MATCH EXISTING CENTERLINE.

3. GOVT. TO STAKE TYPICAL ROAD SECTION LOCATIONS.

4. SEE SHEET 14 FOR TYPICAL ROAD SECTIONS.

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DATE:

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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APPROVED BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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DATE:

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DESIGN OFFICE:

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DATE:

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BILLINGS FIELD OFFICE

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SHEET

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PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text

MARK

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REVISION

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DATE

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APPROVED

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STA 175+50 - STA 190+40

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

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AUTOCAD

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NAME:

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CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

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MONTANA

AutoCAD SHX Text

AutoCAD SHX Text 100'

CROOKED CREEK ROAD STA 190+40 - STA 196+00

NOTES:

1. AERIAL IMAGERY FOR REFERENCE ONLY.

2. DESIGN CENTERLINE TO MATCH EXISTING CENTERLINE.

3. GOVT. TO STAKE TYPICAL ROAD SECTION LOCATIONS.

4. SEE SHEET 14 FOR TYPICAL ROAD SECTIONS.

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DATE:

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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APPROVED BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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DATE:

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DESIGN OFFICE:

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DATE:

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BILLINGS FIELD OFFICE

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SHEET

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PLAN VIEW SHEET 3.DWG

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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

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APPROVED

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STA 190+40 - STA 196+00

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\PLAN VIEW SHEET 3.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

AutoCAD SHX Text

AUTOCAD

AutoCAD SHX Text

NAME:

AutoCAD SHX Text

CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

AutoCAD SHX Text 100'

6' 6'

12'

3% T yp.

3% Typ.

ROAD SHOULDER

LENGTH VARIES

ROAD SHOULDER

LENGTH VARIES

FINAL SURFACING WIDTH

6' 6'

12'

3% T yp.

3% Typ.

ROAD SHOULDER

LENGTH VARIES

ROAD SHOULDER

LENGTH VARIES

FINAL SURFACING WIDTH

6' 6'

12'

3% T yp.

3% Typ.

ROAD SHOULDER

LENGTH VARIES

ROAD SHOULDER

LENGTH VARIES

FINAL SURFACING WIDTH

EXISTING GROUND VARIES

6' 6'

12'

3% T yp.

3% Typ.

ROAD SHOULDER

LENGTH VARIES

ROAD SHOULDER

LENGTH VARIES

FINAL SURFACING WIDTH

EXISTING GROUND VARIES

DETAILS - ROAD SECTION

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4" CRUSHED TOP SURFACING (ADDITATIVE #1)

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%%UTYPICAL ROAD SECTION 1

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NOT TO SCALE

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%%UTYPICAL ROAD SECTION 2

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NOT TO SCALE

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%%UTYPICAL ROAD SECTION3

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NOT TO SCALE

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%%UTYPICAL ROAD SECTION 4

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NOT TO SCALE

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RECONDITIONING ESTIMATES

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SECTION

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TYP 1

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TYP 2

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LENGTH L (FT)

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TYP 3

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1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811. 2. ADDITIVE #1, CRUSHED TOP SURFACING TYPE "A",AS ADDITIVE #1, CRUSHED TOP SURFACING TYPE "A",AS PER SECTION 701 OF THE MDT 2014 STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES AT A 12' TOTAL WIDTH. 3. IF ADDITIVE #1 IS NOT AWARDED TYPICAL SECTION IF ADDITIVE #1 IS NOT AWARDED TYPICAL SECTION WILL BE CONSTRUCTED WITH NATIVE MATERIAL. 4. NOTIFY COR IF MOISTURE CONDITIONS DO NOT NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD MAINTENANCE OPERATIONS. 5. DITCHES SHALL BE CONSTRUCTED TO CONFORM WITH DITCHES SHALL BE CONSTRUCTED TO CONFORM WITH EXISTING DRAINAGE AND TO PREVENT STORMWATER RUN-ON. 6. GOVERNMENT TO STAKE TYPICAL SECTION GOVERNMENT TO STAKE TYPICAL SECTION LOCATIONS.

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%%UNOTES:

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TYP 4

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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4" CRUSHED TOP SURFACING (ADDITATIVE #1)

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4" CRUSHED TOP SURFACING (ADDITATIVE #1)

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4" CRUSHED TOP SURFACING (ADDITATIVE #1)

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DATE:

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

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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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DESIGN OFFICE:

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DATE:

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BILLINGS FIELD OFFICE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DETAILS.DWG

AutoCAD SHX Text

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 5/6/21

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DETAILS - ROAD SECTION

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 5/6/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\DETAILS.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

AutoCAD SHX Text

AUTOCAD

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NAME:

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CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

AutoCAD SHX Text

MONTANA

DETAILS - CULVERT

AutoCAD SHX Text

CIRCULAR CULVERT SUMMARY

AutoCAD SHX Text

STATION

AutoCAD SHX Text 93+41

AutoCAD SHX Text 101+56

AutoCAD SHX Text 110+79

AutoCAD SHX Text 134+29

AutoCAD SHX Text 152+19

AutoCAD SHX Text

NEW CULVERT PIPE DIAMETER* (IN)

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LENGTH (FT)**

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END SECTIONS***

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LEFT

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RIGHT

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REMOVE EXISTING CULVERT (FT)

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* PIPE WILL BE 16 GAUGE POLYETHYLENE COATED CSP, WITH A CORRUGATION OF 2-2/3'X1/2'. **NEW PIPE LENGTHS ARE TOE TO TOE, FETS DIMENSIONS WILL BE SUBTRACTED. ***FOR FETS DIMENSIONS SEE DETAIL.

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DIMENSIONS

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PIPE

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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

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BODY

AutoCAD SHX Text 1"%%p

AutoCAD SHX Text (Max.)

AutoCAD SHX Text 2"%%p

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 36"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 13"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 19"

AutoCAD SHX Text 31"

AutoCAD SHX Text 41"

AutoCAD SHX Text 36"

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 L

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TOE PLATE

AutoCAD SHX Text

EXTENSION

AutoCAD SHX Text

PIPE DIA.

AutoCAD SHX Text

REINFORCED EDGE

AutoCAD SHX Text 12" C to C

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text

TOE PLATE

AutoCAD SHX Text

EXTENSION

AutoCAD SHX Text H

AutoCAD SHX Text

%%USTANDARD CONNECTION FOR PIPE CULVERTS

AutoCAD SHX Text

%%UNOTES:

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%%UTYPE 1

AutoCAD SHX Text

FOR 12" THRU

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CONNECTOR

AutoCAD SHX Text

LUG

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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

(MAX. SPACING)

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" (10 mm) %%C GALVANIZED RIVETS OR BOLTS.

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2. TOE PLATES SHALL BE INSTALLED ON END SECTIONS WHEN APPROVED BY THE C.O.

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TOE PLATES SHALL BE THE SAME GAUGE AS THE END SECTIONS.

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DIMENSIONS

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

(MAX.)

AutoCAD SHX Text (2"%%p)

AutoCAD SHX Text

AutoCAD SHX Text 9"

AutoCAD SHX Text 2Pc.

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TOE PLATE

AutoCAD SHX Text

EXTENSION

AutoCAD SHX Text 12" C to C

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text

TOE PLATE

AutoCAD SHX Text

EXTENSION

AutoCAD SHX Text H

AutoCAD SHX Text

%%UTYPICAL CROSS SECTION

AutoCAD SHX Text

%%UTYPE 2

AutoCAD SHX Text

THREADED ROD

AutoCAD SHX Text

ROD HOLDER

AutoCAD SHX Text

PIPE PAY

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

PIPE-ARCH

AutoCAD SHX Text

DIMENSIONS

AutoCAD SHX Text

SPAN

AutoCAD SHX Text

RISE

AutoCAD SHX Text

AutoCAD SHX Text 33"

AutoCAD SHX Text 38"

AutoCAD SHX Text 13"

AutoCAD SHX Text 21"

AutoCAD SHX Text 26"

AutoCAD SHX Text 12"

AutoCAD SHX Text 53"

AutoCAD SHX Text 63"

AutoCAD SHX Text 85"

AutoCAD SHX Text 90"

AutoCAD SHX Text 18"

AutoCAD SHX Text 2Pc.

AutoCAD SHX Text

SPAN

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

PIPE PAY

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

SPAN

AutoCAD SHX Text

RISE

AutoCAD SHX Text

REINFORCED EDGE

AutoCAD SHX Text

RISE

AutoCAD SHX Text L

AutoCAD SHX Text FOR 18" x 11"

AutoCAD SHX Text (1-

AutoCAD SHX Text 1/2"%%P)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

%%USTANDARD CONNECTION FOR PIPE-ARCH CULVERTS

AutoCAD SHX Text 2-1/2

AutoCAD SHX Text THRU 58" x 36" ONLY

AutoCAD SHX Text

3. 12" OR GREATER MINIMUM DEPTH OF COVER REQUIRED ON ALL PIPE SIZES PER MANUFACTURES

AutoCAD SHX Text

(MAX. SPACING)

AutoCAD SHX Text

RECOMMENDATIONS.

AutoCAD SHX Text

ARCH CULVERT SUMMARY

AutoCAD SHX Text 57X38

AutoCAD SHX Text 49X33

AutoCAD SHX Text

STATION

AutoCAD SHX Text 98+79

AutoCAD SHX Text 169+77

AutoCAD SHX Text

NEW CULVERT ARCH SPAN & RISE* (IN)

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LENGTH (FT)**

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END SECTIONS***

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LEFT

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

REMOVE EXISTING CULVERT (FT)

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* PIPE WILL BE 16 GAUGE POLYETHYLENE COATED CSP, WITH A CORRUGATION OF 2-2/3'X1/2'. **NEW PIPE LENGTHS ARE TOE TO TOE, FETS DIMENSIONS WILL BE SUBTRACTED. ***FOR FETS DIMENSIONS SEE DETAIL.

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

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

BILLINGS FIELD OFFICE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DETAILS.DWG

AutoCAD SHX Text

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DETAILS - CULVERT

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\DETAILS.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

AutoCAD SHX Text

AUTOCAD

AutoCAD SHX Text

NAME:

AutoCAD SHX Text

CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

AutoCAD SHX Text

MONTANA

DETAILS - CULVERT RIPRAP

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

NO SCALE

AutoCAD SHX Text L'

AutoCAD SHX Text 1'

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

SEPARATION GEOTEXTILE

AutoCAD SHX Text

2' THICKNESS RANDOM

AutoCAD SHX Text

RIPRAP CLASS 1

AutoCAD SHX Text

%%UTYPICAL INSTALLATION IN STREAM CHANNEL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UNOTE:%%U LAY CULVERT ON NATURAL FLOWLINE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

RD.

AutoCAD SHX Text

STREAM CHANNEL

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TOP OF SUBGRADE

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RIPRAP CULVERT OUTLET STATIONS LISTED IN TABLE

AutoCAD SHX Text

RIPRAP INSTALLATION DIMENSIONS

AutoCAD SHX Text 18.3

AutoCAD SHX Text 15.0

AutoCAD SHX Text 18.3

AutoCAD SHX Text

STATION

AutoCAD SHX Text 98+79

AutoCAD SHX Text 134+29

AutoCAD SHX Text

LENGTH L (FT)

AutoCAD SHX Text

DEPTH (FT)

AutoCAD SHX Text

AutoCAD SHX Text 169+77

AutoCAD SHX Text

1. USE MDT CLASS I RIPRAP USE MDT CLASS I RIPRAP 2. SEPARATION GEOTEXTILE AS PER SECTION SEPARATION GEOTEXTILE AS PER SECTION 622 AND 716 OF THE 2014 STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES. 3. CONFORM TO EXISTING CHANNEL CONFORM TO EXISTING CHANNEL

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

%%URIPRAP SEPARATION GEOTEXTILE KEY IN DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UNOTE:%%U KEY IN FABRIC ON ALL SIDES

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

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

BILLINGS FIELD OFFICE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DETAILS.DWG

AutoCAD SHX Text

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DETAILS - CULVERT RIPRAP

AutoCAD SHX Text

CROOKED CREEK ROAD REPAIR PHASE I

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text 3/10/21

AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\ROADS\2021_CROOKED CREEK ROAD REPAIR PLANNING AND DESIGN\DWGS\SHEETS\DETAILS.DWG

AutoCAD SHX Text

CEA

AutoCAD SHX Text 05/25/21

AutoCAD SHX Text 05/28/21

AutoCAD SHX Text

AUTOCAD

AutoCAD SHX Text

NAME:

AutoCAD SHX Text

CEA

AutoCAD SHX Text

GLS

AutoCAD SHX Text

GLS

AutoCAD SHX Text

MONTANA

Sheets and Views

1 COVER SHEET

2 VICINITY MAP

3 PROJECT MAP

4 STA 58+00 - STA 71+20

5 STA 71+20 - STA 86+10

6 STA 86+10 - STA 101+00

7 STA 101+00 - STA 115+90

8 STA 115+90 - STA 130+80

9 STA 130+80 - STA 145+70

10 STA 145+70 - STA 160+60

11 STA 160+60 - STA 175+50

12 STA 175+50 - STA 190+40

13 STA 190+40 - STA 196+00

14 DETAILS - ROAD SECTION

15 DETAILS - CULVERT

16 DETAILS - CULVERT RIPRAP

File details come from the government source that posted it. Updated Aug 13, 2021.