Pine_Bar_Drawing_Book_Amend_1_0001.pdf
PDF 6 MB Posted
- Attached to
- PINE BAR ROAD IMPROVEMENTS Federal contract opportunity
- Solicitation number
- 140L2621Q0054
View the file
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| Pine_Bar_Bid_Schedule_Amend_1_0001.pdf | ||
| Sol_140L2621Q0054_Amd_0001.pdf | ||
| Pine_Bar_Spec_Book.pdf | ||
| Pine_Bar_Drawing_Book.pdf | ||
| Sol_140L2621Q0054.pdf |
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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KEN DONLEY
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MARTHA PRICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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PINE BAR PUT IN & CAMPGROUND 45.890567, -116.341647
15.5 MILES TO COTTONWOOD, ID
A
C1
C
C1
D
C1
B
C1
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6" - 3/4" MINUS AGGREGATE BASE
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COMPACTED IAW SECTION 312000
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COMPACTED SUBGRADE
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TACK COAT
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2-1/2" ASPHALT OVERLAY
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EXISTING ASPHALT PAVEMENT, THICKNESS VARIES
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SAWCUT
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2-1/2" ASPHALT
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OFFSET JOINTS AS REQUIRED BY SECTION 321216
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SUBGRADE
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EXISTING ASPHALT PAVEMENT
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EXISTING AGGREGATE SURFACE AGGREGATE
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SUBGRADE
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ASPHALT OVERLAY, CAMPGROUND ROAD
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2-1/2" COMPACTED 6" - 3/4" MINUS AGGREGATE SURFACING
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TAPER TO ZERO OVER 10' LENGTH
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EX. ASPH. PVMT, SCH. A
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2-1/2" ASPHALT OVERLAY
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2-1/2" ASPHALT
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SUBGRADE
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REMOVE ASPHALT AND TAPER TO EXISTING SURFACE
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EX. PVMT, SCH. B
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6" - 3/4" MINUS AGGREGATE BASE, COMPACTED IAW SECTION 312000
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SAWCUT
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TACK COAT
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SUBGRADE
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2-1/2" ASPHALT
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EXISTING ASPHALT PAVEMENT
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SHOULDER ROCK, 6" - " MINUS 34" MINUS SURFACE AGGREGATE
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE PLAN AND DETAILS
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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K. DONLEY
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T. PARDY
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M. PRICE
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JULY 2021
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SCALE OF FEET
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ASPHALT SECTION
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SCALE: NTS
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CAMPGROUND SPUR LONGITUDINAL SECTION
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SCALE: NTS
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SCHEDULE A TO B TRANSITION LONGITUDINAL SECTION
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SCALE: NTS
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SHOULDER ROCK SECTION
SCALE: NTS
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AVOID TRAFFIC COUNTER BOX. PRESERVE AND PROTECT.
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QUANTITIES
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LOCATION
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SCHEDULE
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AREA (SY)
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SAWCUT (LF)
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ASPHALT DEMO (SY)
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CRACK SEAL (LF)
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ROAD (SCH. A)
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ROAD 1(SCH. B)
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AutoCAD SHX Text NOTES: 1. CRACK SEALING ALONG THE SCHEDULE B ROAD SECTION WILL ONLY OCCUR IF THE CRACK SEALING ALONG THE SCHEDULE B ROAD SECTION WILL ONLY OCCUR IF THE SCHEDULE B BID SCHEDULE ITEMS ARE NOT AWARDED. 2. SHOULDER ROCK PER SECTION B/C1 IS INCLUDED FOR THE LENGTH OF ROAD OVERLAID SHOULDER ROCK PER SECTION B/C1 IS INCLUDED FOR THE LENGTH OF ROAD OVERLAID PER SCHEDULES (A AND B) AWARDED AND IS INCIDENTAL TO THE ASPHALT PAVING ITEMS. WASTE EXCAVATION COMPOSED PRIMARILY OF GRAVEL IS PERMISSIBLE. 3. IF THE SCHEDULE B BID ITEMS ARE AWARDED, ADDITIONAL ROCK WILL BE ADDED TO IF THE SCHEDULE B BID ITEMS ARE AWARDED, ADDITIONAL ROCK WILL BE ADDED TO THE CAMPGROUND CAMPING SPURS PER SECTION C/C1. 4. THE TAPER TRANSITION SHOWN IN SECTION D/C1 WILL ONLY OCCUR IF THE SCHEDULE THE TAPER TRANSITION SHOWN IN SECTION D/C1 WILL ONLY OCCUR IF THE SCHEDULE B BID ITEMS ARE NOT AWARED.
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE A)
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2-1/2" ASPHALT OVERLAY (SCHEDULE A)
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ASPHALT SAWCUT
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2-1/2" ASPHALT OVERLAY (SCHEDULE B)
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE B)
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CHK'D BY:
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DESIGNED BY:
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OF
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE PLAN - 0+00 TO 5+00
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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K. DONLEY
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T. PARDY
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M. PRICE
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JULY 2021
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PHOTO A
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SCALE OF FEET
N
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AutoCAD SHX Text CONSTRUCT DITCH, 3' WIDE BY 1' DEEP, ALONG FULL LENGTH OF WIDENED SECTION AT LOCATIONS 1 AND 2. DO NOT UNDERCUT CUT-SLOPE.
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AVOID TRAFFIC COUNTER BOX. PRESERVE AND PROTECT.
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE A)
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2-1/2" ASPHALT OVERLAY (SCHEDULE A)
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ASPHALT SAWCUT
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2-1/2" ASPHALT OVERLAY (SCHEDULE B)
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE B)
AutoCAD SHX Text NOTES: 1. REMOVE THE SIDEWALKS OF THE TOILET REMOVE THE SIDEWALKS OF THE TOILET BUILDING ADJACENT TO THE BOAT LAUNCH AND PAVE ACROSS. TAPER TO MATCH THE GRADE OF THE EXISTING SIDEWALKS AT THE FACE OF THE VAULT TOILET BUILDING.
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE PLAN - 5+00 TO 13+00
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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K. DONLEY
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T. PARDY
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M. PRICE
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JULY 2021
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SCALE OF FEET
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PHOTO C
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PHOTO D
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE A)
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2-1/2" ASPHALT OVERLAY (SCHEDULE A)
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ASPHALT SAWCUT
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2-1/2" ASPHALT OVERLAY (SCHEDULE B)
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE B)
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SITE PLAN - 13+00 TO 19+00
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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K. DONLEY
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T. PARDY
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M. PRICE
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SCALE OF FEET
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE A)
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2-1/2" ASPHALT OVERLAY (SCHEDULE A)
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ASPHALT SAWCUT
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2-1/2" ASPHALT OVERLAY (SCHEDULE B)
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE B)
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SITE PLAN - 19+00 TO 26+00
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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K. DONLEY
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T. PARDY
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SCALE OF FEET
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE A)
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FULL DEPTH WITH 2-1/2" ASPHALT LIFT (SCHEDULE B)
AutoCAD SHX Text NOTES: 1. AT THE SIDEWALK OF THE TOILETS IN THE AT THE SIDEWALK OF THE TOILETS IN THE CAMPGROUND AND THE TOILET AT THE ROUNDABOUT, SAWCUT THE SIDEWALK PERPENDICULAR AT 3'+/- FROM THE EDGE OF THE ASPHALT PAVEMENT. WIDEN THE ASPHALT PAVEMENT TO TIE INTO THE SIDEWALKS BY FLARING OUT STARTING AT 6' FROM EACH EDGE OF THE SIDEWALK AND TAPERING THE SURFACE TO MATCH THE GRADE OF THE SIDEWALK. 2. IF SCHEDULE B AWARDED, ADD SURFACE IF SCHEDULE B AWARDED, ADD SURFACE ROCK TO CAMPGROUND SPURS AND AT INTERSECTING ROADS AT EAST END OF ROUNDABOUT AS SHOWN IN DETAIL C/C1 TO TAPER SURFACE FROM OVERLAY TO EXISTING GRADE.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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U.S. DEPARTMENT OF THE INTERIOR
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SITE PLAN - 26+00 TO 37+63
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PINE BAR ROAD IMPROVEMENTS
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COEUR D' ALENE DISTRICT
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IDAHO
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IDSO
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K. DONLEY
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T. PARDY
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M. PRICE
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| G1-TITLE SHEET-G1 |
| Sheets and Views |
| G1 |
| C1_SITE PLAN AND DETAILS |
| Sheets and Views |
| C1_SITE PLAN AND DETAILS |
| C2_0+00-5+00 |
| Sheets and Views |
| C2_0+00-5+00 |
| C3_5+00-13+00 |
| Sheets and Views |
| C3_5+00-13+00 |
| C4_13+00-19+00 |
| Sheets and Views |
| C4_13+00-19+00 |
| C5_19+00-26+00 |
| Sheets and Views |
| C5_19+00-26+00 |
| C6_26+00-37+63 |
| Sheets and Views |
| C6_26+00-37+63 |
File details come from the government source that posted it. Updated .