Updated_-_Attachment_2_-_Drawings_0003.pdf
PDF 955 KB Posted
- Attached to
- DEVIL'S ELBOW CHIPSEAL Federal contract opportunity
- Solicitation number
- 140L3625R0013
About this file
This document is a detailed engineering site plan for the Devil's Elbow Complex Chip Seal project by the United States Department of the Interior's Bureau of Land Management, located in Lewis and Clark County, Montana. The project covers multiple recreation sites including Devil's Elbow, Clarks Bay, and Two Camps Vista, and involves comprehensive asphalt and infrastructure improvements.
The project scope includes chip sealing, asphalt patch work, fog sealing, crack sealing, and installing concrete parking stops across various recreational areas. Specific quantities include 9,640 linear feet of crack seal, 22,165 square yards of chip seal, 724 square feet of asphalt patch work, and 1,892 square feet of asphalt paving. The sites feature boat ramps, parking lots, picnic ramadas, trail systems, and accessibility improvements. The engineering drawings provide detailed site plans with precise measurements for each recreation site, specifying asphalt trail widths, parking configurations, and infrastructure details across multiple site locations near Helena, Montana.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L3625R0013_Amd_0003.pdf | ||
| Updated_-_Attachment_10_-_Price_Schedule_0003.xlsx | XLSX spreadsheet | |
| Sol_140L3625R0013_Amd_0002.pdf | ||
| Sol_140L3625R0013_Amd_0001.pdf | ||
| Attachment_4_-_Reference_List.pdf | ||
| Sol_140L3625R0013.pdf | ||
| Attachment_10_-_Price_Schedule.xlsx | XLSX spreadsheet | |
| Attachment_2_-_Drawings.pdf | ||
| Attachment_5_-_Past_Performance_Questionnaire.pdf | ||
| Attachment_8_-_SF25_Performance_Bond.pdf | ||
| Attachment_3_-_Wage_Determination.pdf | ||
| Attachment_6_-_Financial_Responsibility_Required_Documentation.pdf | ||
| Attachment_9_-_SF25A_Payment_Bond.pdf | ||
| Attachment_1_-_Specifications.pdf | ||
| Attachment_7_-_SF_24_Bid_Bond.pdf |
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%%USITE PLAN 4 - CLARKS BAY RECREATION SITE
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MATCH LINE
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ENTRANCE ROAD
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HELENA, MT
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DEVIL'S ELBOW RECREATION SITE
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YORK, MT
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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MONTANA
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SHEET
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DEVIL'S ELBOW COMPLEX CHIP SEAL-2025.DWG
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WESTERN MONTANA DISTRICT
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MARK
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REVISION
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DATE
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APPROVED
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SITE PLAN 4
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CLARKS BAY RECREATION SITE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SCALE IN FEET
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AutoCAD SHX Text CLARKS BAY RECREATION SITE ESTIMATED QUANTITIES: CRACK SEAL = 1,768 LF = 1,768 LF CHIP SEAL = 8,915 SY = 8,915 SY 8,915 SY ASPHALT PATCH WORK = 556 SF = 556 SF ASPHALT PAVING WORK = 1,190 SF = 1,190 SF FOG SEAL OVER CHIP SEAL = 8,915 SY = 8,915 SY 8,915 SY FOG SEAL TRAILS = 625 SY = 625 SY TREE ROOTS REMOVAL = 3 EA = 3 EA CONCRETE PINDOWN PARKING STOPS = 52 EA = 52 EA ASPHALT SPEED BUMP = 1 EA= 1 EA
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INSIDE LINE ASPHALT EDGE
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OUTSIDE LINE GRAVEL EDGE
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EXISTING ASPHALT ENTRANCE ROAD, 18' WIDE BETWEEN 2+00-14+00
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ASPHALT WIDTH VARIES BETWEEN 0+00-2+00
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ENTRANCE TO CLARKS BAY RECREATION SITE
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YORK ROAD (HWY 280)
E
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EXISTING SLOPE
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MATCH LINE
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ENTRANCE ROAD
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%%USITE PLAN 5 - CLARKS BAY RECREATION SITE
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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MONTANA
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BUTTE FIELD OFFICE
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DEVIL'S ELBOW COMPLEX CHIP SEAL-2025.DWG
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WESTERN MONTANA DISTRICT
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MARK
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REVISION
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APPROVED
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SITE PLAN 5 & DETAIL 1
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CLARKS BAY RECREATION SITE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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TERRACED-ASPHALT BOAT TRAILER PARKING LOT
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SCALE IN FEET
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AutoCAD SHX Text ASPHALT PREPARATION WORK PRIOR TO CHIP SEAL: REMOVE 52 CONCRETE PINDOWN PARKING STOPS. REPAIR ASPHALT PAVEMENT IF REQUIRED. WASTE MATERIAL OFF SITE. ASPHALT PAVEMENT AND SPEED BUMPS SHALL BE CRACK SEALED PRIOR TO CHIP SEAL WORK. REPAIR EXISTING ASPHALT PARKING LOT AND TRAIL BY SAW CUTTING OUT 24' WIDE x 10' LONG, 30' WIDE x 10' LONG, 238' LENGTH x 5' WIDE SECTIONS. REMOVE ASPHALT AND ADD 6" DEPTH OF 3/4" MINUS CRUSHED AGGREGATE BASE 3/4" MINUS CRUSHED AGGREGATE BASE COURSE. COMPACT CRUSHED AGGREGATE BASE WITH A MECHANICAL TAMPER. PATCH AREA WITH 4" COMPACTED HOT MIX ASPHALT AND MATCH EXISTING ASPHALT PARKING LOT ELEVATION. CRACK SEAL EDGES OF ASPHALT PATCH. NO BUMP, HUMP OR EXPOSED ASPHALT SEAM AT OR AROUND ASPHALT PATCH. CLEAN ALL EXISTING ASPHALT PAVEMENTS WITH A SIDE CAST SELF PROPELLED BROOM SWEEPER. PERFORM CRACK SEAL ON ALL EXISTING PAVEMENT AND SPEED BUMPS. CHIP SEAL OVER ASPHALT PATCHES AND ASPHALT PAVING TO MATCH NEW CHIP SEAL ELEVATIONS. CONTRACTOR SHALL MARK/SURVEY IN ALL EXISTING STRIPES AND HATCH AREAS PRIOR TO CHIP SEAL WORK USING APPROVED TEMPORARY RAISED PAVEMENT MARKERS OR BY USING APPROVED SURVEY METHODS. CONTRACTOR'S STRIPER MAY FIELD ADJUST WITH STRING LINES BASED OFF OF CONTRACTOR'S LAYOUT. MUST BE APPROVED BY BLM COR MUST BE APPROVED BY BLM COR BEFORE STRIPPING OCCURS. CONTRACTOR TO PROTECT ALL EXISTING STRUCTURES AND CONCRETE SLABS FROM OVER SPRAY BY THE OIL DISTRIBUTOR TRUCK BY COVERING STRUCTURES AND SLABS WITH PROTECTIVE COVERING MATERIALS.
AutoCAD SHX Text FINISH WORK AFTER CHIP SEAL: AFTER CHIP SEAL AND COMPACTING, CONTRACTOR TO SWEEP ALL ASPHALT PAVEMENTS WITH A VACUUM PICK-UP SWEEPER. WASTE ALL MATERIAL OFF SITE. NO CHIPS TO BE SIDE CASTED. FOG SEAL OVER CHIP SEAL, AND FOG SEAL OVER ASPHALT TRAILS. CONTRACTOR TO RE-STRIPE AT LOCATIONS AS SHOWN ON THE DRAWINGS AND USING CONTRACTORS SURVEY OF EXISTING STRIPE, HATCH AREAS, AND SYMBOLS. CONTRACTOR TO REPAINT SPEED BUMPS WITH YELLOW PAINT TO MATCH EXISTING PAINT COLOR. CONTRACTOR TO SET ALL NEW CONCRETE PINDOWN PARKING STOPS AT THEIR PRIOR EXISTING LOCATIONS AND AS SHOWN ON THE DRAWINGS.
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AutoCAD SHX Text ASPHALT AREA TO BE PATCHED: 24' x 10' AT 4" THICKNESS. APPROX. 240 SF (REMOVE ASPHALT, TREE ROOTS & DISPOSE OFFSITE)
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7" DIA. WOOD BARRIER POST
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CONCRETE BOAT RAMP
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GROUP RAMADA
AutoCAD SHX Text ASPHALT TRAIL-4 14'x44' FOG SEAL 68.14 SY
AutoCAD SHX Text CONTRACTOR SHALL SURVEY IN STRIPES. CONTRACTOR STRIPPER CAN FIELD ADJUST WITH STRING LINES BASED OFF OF CONTRACTOR LAYOUT. MUST BE APPROVED BY BLM COR BEFORE STRIPPING OCCURS.
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SAND BEACH AREA
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TOILET
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ASPHALT SINGLE CAR PARKING LOT
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CONCRETE PINDOWN PARKING STOP
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STRIPE PLAN DETAIL 1
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ASPHALT INFORMATION PAD AREA
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FEE BUILDING, CONCRETE SLAB & SIDEWALK
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ASPHALT FEE PAD AREA
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ACCESSIBLE ACCESS AISLE CROSS-HATCH WITH 4" WIDE STRIPES, SHALL BE WHITE
AutoCAD SHX Text PRE-CAST CONCRETE PINDOWN PARKING STOP, SPIKE DOWN WITH 2-#5 REBAR 18 INCHES LONG
AutoCAD SHX Text PRE-CAST CONCRETE PINDOWN PARKING STOP TO BE SET PERPENDICULAR TO STRIPES. ONE END OF CONCRETE PINDOWN PARKING STOP TO BE SET 1' OFF OF ASPHALT EDGE IF STRIPES ARE NOT PERPENDICULAR TO ASPHALT EDGE AS SHOWN
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ASPHALT TRAIL-3 FOG SEAL 290.57 SY
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ASPHALT TRAIL-2 FOG SEAL 80.94 SY
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ASPHALT TRAIL-1 FOG SEAL 151.90 SY
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ASPHALT TRAIL-5 FOG SEAL 33.33 SY
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EX. SLOPE
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SINGLE RAMADA
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ASPHALT EDGE
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%%UDETAIL 1 - CONCRETE PINDOWN PARKING STOPS/STRIPE PLAN
AutoCAD SHX Text CONCRETE PINDOWN PARKING STOPS: KEEP SALVAGEABLE CONCRETE PINDOWN PARKING STOPS AND PLACE AT LOCATION ON SITE APPROVED BY COR. DISPOSE OF DAMAGED, NOT SALVAGEABLE CONCRETE PINDOWN PARKING STOPS OFF SITE.
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AutoCAD SHX Text ASPHALT AREA TO BE PATCHED: 30' x 10' AT 4" THICKNESS. APPROX. 300 SF (REMOVE ASPHALT, TREE ROOTS & DISPOSE OFFSITE)
ASPHALT TRAIL-3 TO BE REMOVED AND PAVED: 238' x 5' AT 4" THICKNESS. APPROX. 1,190 SF (REMOVE ASPHALT, TREE ROOTS & DISPOSE OFFSITE)
| Devil's Elbow Complex Chip Seal - TITLE SHEET (1 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 1 & DETAIL 1 (2 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 2 (3 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 3 - TRAIL DETAILS (4 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 4 (5 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 5 & DETAIL 1 (6 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 6 & DETAIL 1 (7 of 7) |
| Devil's Elbow Complex Chip Seal - SITE PLAN 4 (5 of 7).pdf |
| Sheets and Views |
| Model |
| Devil's Elbow Complex Chip Seal - SITE PLAN 5 & DETAIL 1 (6 of 7).pdf |
| Sheets and Views |
| Model |
| Devil's Elbow Complex Chip Seal - SITE PLAN 5 & DETAIL 1 (6 of 7).pdf |
| Sheets and Views |
| Model |
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