Maps_Road_460B_Obliteration.pdf
PDF 1 MB Posted
- Attached to
- Big Basin Spur & Road 460B Road Obliterations Federal contract opportunity
- Solicitation number
- 12034319Q0134
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_001_12034319Q0134.pdf | ||
| Maps_Big_Basin_Spur_Road_Obliteration.pdf | ||
| Work_List_Big_Basin_Spur_Road_Obliteration.pdf | ||
| Attachment_1_Wage_Determination_12034319Q0134.pdf | ||
| Specifications_Road_460B_Road_Obliteration.pdf | ||
| Specifications_Big_Basin_Spur_Road_Obliteration.pdf | ||
| Work_List_Road_460B_Road_Obliteration.pdf | ||
| Nez_Perce_Clearwater_NF-Two_Road_Obliterations_12034319Q0134_2.doc | DOC document |
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Text version
NATIONAL FORESTS
CLEARWATER/NEZ PERCE
SUMMARY OF ESTIMATED QUANTITIES
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FOR INFORMATIONAL PURPOSES ONLY
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SUMMARY OF ESTIMATED QUANTITIES
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460-B ROAD DECOMMISSIONING
AutoCAD SHX Text NOTES THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND THE SAFE PASSAGE OF VEHICLES ON OPEN ROADS WHEN WORK IS BEING DONE ON ADJACENT ROADS WHERE ROCKS AND OTHER DEBRIS CAN FALL OR ROLL ONTO THE ROAD. TEMPORARY CLOSURES (LESS THAN 1 HOUR), FLAGGERS, AND ADDITIONAL SIGNS AND BARRIERS MAY BE REQUIRED WITH NO ADDITIONAL COST TO THE GOVERNMENT. ITEM 21101 ALL LIVE STREAM WILL REQUIRE EITHER THE EXISTING CULVERT OR A TEMPORARY CULVERT WHEN CROSSING FOR ACCESS ALL LIVE STREAM WILL REQUIRE EITHER THE EXISTING CULVERT OR A TEMPORARY CULVERT WHEN CROSSING FOR ACCESS AND WILL REQUIRE DEWATERING OR STREAM DIVERSIONS WHEN DOING REQUIRED CHANNEL WORK. ALL METAL CULVERTS, GATES, AND BARRIERS ENCOUNTERED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM FOREST LAND AND DISPOSED OF IN A LEGAL MANNER. UNLESS OTHERWISE STATED ON THE WORKLIST OR DIRECTED BY THE CO. ITEM 21101 ROAD OBLITERATION METHODS VARY BY INDIVIDUAL ROAD AND ARE SPECIFICALLY NOTED ON THE SUMMARY AND THE WORK LISTS BY METHOD I, METHOD II OR METHOD III. ROAD OBLITERATION METHODS VARY BY INDIVIDUAL ROAD AND ARE SPECIFICALLY NOTED ON THE SUMMARY AND THE WORK LISTS BY METHOD I, METHOD II OR METHOD III. ITEM 21101 WORKLISTS ARE DETERMINED FROM OLD SURVEYS. WORK LISTED IS A BEST ESTIMATE. CONDITIONS MAY HAVE CHANGED ON THE GROUND. CONTRACT SPECIFICATIONS ARE STILL REQUIRED. CONTRACT REQUIRES 0 STRAW BALES ON SITE. THEY ARE TO BE USED FOR EROSION CONTROL FOR SUCH THINGS AS CHECK DAMS AND MULCH AS REQUIRED OR AS DIRECTED BY THE C.O. 0 STRAW BALES ON SITE. THEY ARE TO BE USED FOR EROSION CONTROL FOR SUCH THINGS AS CHECK DAMS AND MULCH AS REQUIRED OR AS DIRECTED BY THE C.O. ON SITE. THEY ARE TO BE USED FOR EROSION CONTROL FOR SUCH THINGS AS CHECK DAMS AND MULCH AS REQUIRED OR AS DIRECTED BY THE C.O. SEEDING IS REQUIRED ON ALL DISTURBED AREAS. ESTIMATED TOTAL ACRES FOR THIS PROJECT IS 5 ACRES. SEED RATE IS 35 LBS. PER ACRE. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE. 5 ACRES. SEED RATE IS 35 LBS. PER ACRE. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE. SEED RATE IS 35 LBS. PER ACRE. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE. ALL REQUIREMENTS OF SPECIFICATION 211 SHALL BE MET. ITEM 62201 EQUIPMENT RENTAL WORK IS FOR UNFORSEEN SITUATIONS. ALL WORK WILL BE APPROVED BY THE C.O. PRIOR TO EXECUTION. THIS ITEM MAY NOT BE USED.
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ITEM 21101
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LOWER LIMIT
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OF WORK
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SEED ALL DISTURBED AREAS
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EXISTING ROAD
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INCIDENTAL TO SECTION 21103
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SKEW 15 - 30 DEGREES TO DRAIN.
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CONSTRUCT IN AREAS OF LOW FILLS.
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SUBGRADE
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1:1 SLOPE
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SUBGRADE
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12" MINIMUM
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COMPLETE RECONTOUR
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ROAD DECOMMISSIONING DETAILS
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460-B ROAD DECOMMISSIONING
AutoCAD SHX Text CLUMP PLANT SHRUBS AND FORBES AT MINIMUM OF 6 PER 100 LINEAL FEET AS AVAILABLE. INCIDENTAL TO ITEM 21101
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PLACE EXCAVATED OR EXISTING SLASH ONTO RECONTOURED SLOPE.
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TO BE USED ON ACCESS ROADS IN WET WEATHER AS DIRECTED BY THE C.O.
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BLEND WITH REMAINING SLOPE TO AVOID TRAPPING WATER
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18" DEPTH DECOMPACT
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BLEND WITH NATURAL GROUND
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REMOVE FILL DOWN TO 15'
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ROADWAY OBLITERATION DETAIL, METHOD I
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DRIVEABLE WATERBAR DETAIL
RECONTORED SLOPE
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ORIGINAL GROUND
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ORIGINAL GROUND
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ORIGINAL
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SEED ALL DISTURBED GROUND
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ITEM 21101
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NDI
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SLOPE 3:1
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SLOPE 3:1
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SEED ALL DISTURBED GROUND
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ROAD SURFACE
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STREAM CHANNEL
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NORMAL LOW WATER
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NORMAL LOW WATER
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NORMAL LOW WATER
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NORMAL LOW WATER
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NORMAL HIGH WATER
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NORMAL HIGH WATER
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NORMAL HIGH WATER
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NORMAL HIGH WATER
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FLOW
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SIDE VIEW
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FRONT VIEW
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TOP VIEW
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FLOW
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SHEET
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OF
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ROAD DECOMMISSONING DETAILS
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460-B ROAD DECOMMISSIONING
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STREAM GRADE CHANNEL DETAIL
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BLEND EXCAVATED MATERIALS WITH RECONTOURED SLOPES
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ROAD SURFACE
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LOCATIONS SHOWN ON WORK LISTS OR AS ENCOUNTERED ON SITE.
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BLEND EXCAVATED MATERIALS WITH RECONTOURED SLOPES
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BOTTOM OF DITCH TO BE ON NATURAL GROUND AND VARIABLE WIDTH GRADE DITCH TO DRAIN
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ITEM 21101
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CROSS DRAIN CHANNEL DETAIL
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LOCATIONS SHOWN ON WORK LISTS OR AS ENCOUNTERED ON SITE.
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DECOMPACT ENTIRE AREA 18" DEEP AS DIRECTED BY THE C.O.
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PLACE ANY AVAILABLE NEARBY SLASH ONTO THE AREA
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ITEM 21101
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ROCK GRADE CONTROL STRUCTURE
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LOCATIONS AS REQUIRED OR IDENTIFIED BY C.O.
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DECOMPACTION DETAIL
FOR SKID TRAILS AND LANDINGS LOCATIONS SHOWN ON WORK LISTS OR AS ENCOUNTERED ON SITE.
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NATIONAL FORESTS
CLEARWATER/NEZ PERCE
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460-B ROAD DECOMMISSIONING
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