GREENWOOD MASTER WORKLIST.pdf
PDF 442 KB Posted
- Attached to
- Shoe Lake & Greenwood Lake Road ERFO Repairs
- Solicitation number
- 12445525B0008
- Issued by
-
Department of Agriculture Forest Service
About this file
The document is a master worklist for a roadway project detailing extensive road base improvements, aggregate surfacing, ditch cleaning and construction, and culvert replacements on Forest Service Road 313 for the Shoe Lake & Greenwood Lake Road Emergency Relief for Federally Owned (ERFO) Repairs project. The comprehensive worklist specifies multiple road improvement tasks across approximately 16.7 miles, including raising road grades by 4-6 inches to a 22-foot top width, surfacing with MnDOT Class 1 Modified aggregate (totaling approximately 30,520 cubic yards of compacted aggregate), and replacing numerous culverts of varying sizes with specific installation requirements such as setting inverts below stream beds and wrapping bedding sections in geotextile.
The project includes additional detailed tasks like ditch cleaning and construction at multiple locations, with lengths ranging from 10 to 1,480 feet, and culvert replacements involving dimensions from 21" to 72" with specific placement and reinforcement instructions. Supplementary tasks include aggregate surfacing at access points like Shoe Lake, Carrot Lake, and various gates, with provisions for bedding and covering culverts. The worklist also includes an "Option Items" section, suggesting potential additional or alternative work that may be required, demonstrating a comprehensive approach to road infrastructure rehabilitation in the Superior National Forest area.
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Other files
| File | Type | Posted |
|---|---|---|
| 12445525B0008 Abstract of Offers Greenwood.xlsx | XLSX spreadsheet | |
| 12445525B0008_Q_A.pdf | ||
| SOI_revised.pdf | ||
| GREENWOOD FSSS_revised.pdf | ||
| GREENWOOD Culvert Details.pdf | ||
| COOK_MN_DBA.pdf | ||
| GREENWOOD GRAVEL.pdf | ||
| Sol_12445525B0008.pdf | ||
| GREENWOOD SOI.pdf | ||
| GREENWOOD FSSS.pdf | ||
| Greenwood Area ERFO Repairs Drawings.pdf |
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Text version
Roadway Project BMP Ending MP Task Length (ft) Location Road Base Aggregate (CYD) Surfacing Aggregate (CYD) Additional Surfacing Aggregate (CYD) Proposed Culvert Diameter Proposed Culvert Length Comments 313 0.97 1.250 Road Base Improvement 1474 628 Raise grade 6" to top width of 22' before surfacing.
313 1.82 1.883 Road Base Improvement 335 143 Raise grade 6" to top width of 22' before surfacing.
313 2.71 2.980 Road Base Improvement 1419 604 Raise grade 6" to top width of 22' before surfacing.
313 3.11 3.363 Road Base Improvement 1319 562 Raise grade 6" to top width of 22' before surfacing.
313 4.13 4.300 Road Base Improvement 898 382 Raise grade 6" to top width of 22' before surfacing.
313 4.68 4.744 Road Base Improvement 323 90 Raise grade 4" to top width of 22' before surfacing.
313 4.91 4.988 Road Base Improvement 435 121 Raise grade 4" to top width of 22' before surfacing.
313 5.14 5.187 Road Base Improvement 232 99 Raise grade 6" to top width of 22' before surfacing.
313 5.68 5.825 Road Base Improvement 794 220 Raise grade 4" to top width of 22' before surfacing.
313 6.07 6.228 Road Base Improvement 841 358 Raise grade 6" to top width of 22' before surfacing.
313 6.68 6.774 Road Base Improvement 519 221 Fill low area. Raise grade 6" to top width of 22' before surfacing.
313 7.03 7.078 Road Base Improvement 254 108 Raise grade 6" to top width of 22' before surfacing.
313 8.27 8.498 Road Base Improvement 1203 334 Raise grade 4" to top width of 22' before surfacing. Fill low area at base of hill. Taper fill to hill crest.
313 8.71 8.860 Road Base Improvement 787 219 Raise grade 4" to top width of 22' before surfacing. Fill low area at base of hill.
313 12.74 12.881 Road Base Improvement 751 209 Raise grade 4" to top width of 22' before surfacing.
313 13.59 13.664 Road Base Improvement 384 107 Raise grade 4" to top width of 22' before surfacing.
313 14.30 14.435 Road Base Improvement 715 199 Raise grade 4" to top width of 22' before surfacing. End at culvert.
313 15.73 15.830 Road Base Improvement 528 147 Begin at top of hill. Raise grade 4" to top width of 22' before surfacing.
313 15.97 16.442 Road Base Improvement 2486 1059 Raise grade 6" to top width of 22' before surfacing.
313 2.79 Additional Aggregate Surfacing Both 20 FR144, 10 yds each side 313 3.83 Additional Aggregate Surfacing Left 10 Shoe Lake carry down access 313 4.97 Additional Aggregate Surfacing Left 10 South Bean Lake Portage BWCA Entry #66 313 5.52 Additional Aggregate Surfacing Both 20 Carrot Lake carry-down access. 10 yds each side 313 7.30 Additional Aggregate Surfacing Right 10 Pinewood Gate 313 8.90 Additional Aggregate Surfacing Right 20 Firewise Brush Disposal Site 313 10.15 Additional Aggregate Surfacing Right 10 Cedar Gate 313 0.00 10.22 Crushed Aggregate Surfacing 20985 Surface roadway with 6" lift of MnDOT Class 1 Modified. Listed volumes are 'compacted in place', required loose volume material may vary.
313 10.22 15.73 Crushed Aggregate Surfacing 7543 Surface roadway with 4" lift of MnDOT Class 1 Modified. Listed volumes are 'compacted in place', required loose volume material may vary.
313 15.73 16.7 Crushed Aggregate Surfacing 1992 Surface roadway with 6" lift of MnDOT Class 1 Modified. Listed volumes are 'compacted in place', required loose volume material may vary.
313 3.12 Ditch Cleaning 10 Inlet 313 4.86 Ditch Cleaning 365 Right 313 5.29 Ditch Construction 250 Right 313 5.94 Ditch Cleaning 10 Inlet 313 6.80 Ditch Cleaning 560 Both 280 ft each side 313 7.03 Ditch Construction 750 Both 275 ft each side 313 7.56 Ditch Cleaning 10 Inlet 313 7.89 Ditch Cleaning 30 Inlet 313 8.27 Ditch Construction 150 Left 313 11.15 Ditch Cleaning 470 Both 235 ft each side 313 12.10 Ditch Cleaning 100 Inlet 313 12.26 Ditch Construction 630 Right 313 12.45 Ditch Cleaning 140 Left 313 12.48 Ditch Cleaning 240 Both 120 ft each side 313 12.65 Ditch Construction 135 Left 313 12.68 Ditch Cleaning 250 Both 125 ft each side 313 12.97 Ditch Cleaning 400 Both 200 ft each side 313 13.72 Ditch Construction 130 Right Ditch between new 6' pipe and existing 4' pipe.
313 13.75 Ditch Cleaning 760 Both 380 ft each side 313 13.83 Ditch Cleaning 300 Both 150 ft each side 313 13.91 Ditch Construction 100 Left 313 13.95 Ditch Cleaning 1160 Both 580 ft each side 313 14.35 Ditch Cleaning 530 Both 265 ft each side 313 14.49 Ditch Construction 450 Both 225 ft each side 313 14.64 Ditch Cleaning 150 Left 313 14.65 Ditch Cleaning 100 Left 313 14.83 Ditch Construction 200 Left 313 14.83 Ditch Cleaning 100 Right 313 15.25 Ditch Cleaning 500 Both 250 ft each side 313 15.63 Ditch Construction 30 Inlet 313 15.73 Ditch Cleaning 1060 Both 530 ft each side 313 15.93 Ditch Cleaning 400 Both 200 ft each side 313 15.97 Ditch Construction 280 Both 140 ft each side 313 16.05 Ditch Cleaning 1480 Both 740 ft each side 313 16.22 Ditch Cleaning 150 Left 313 16.28 Ditch Construction 200 Both 100 ft each side 313 16.31 Ditch Cleaning 200 Left 313 16.42 Ditch Cleaning 300 Left 313 16.48 Ditch Construction 750 Both 375 ft each side 313 0.58 Replace Culvert 49" x 33" 38 Set invert below stream bed. Wrap entire bedding section in geotextile.
313 1.39 Replace Culvert 42" x 29" 44 Set invert 4" below stream bottom. Wrap entire bedding section in geotextile.
313 3.29 Replace Culvert 21 32 313 4.11 Replace Culvert 49" x 33" 42 See detail. Wrap entire bedding section in geotextile.
313 4.20 Replace Culvert 42" x 29" 42 Set inverts 6" below stream bed. Wrap entire bedding section in geotextile.
313 5.72 Replace Culvert 49" x 33" 70 See detail. Place 5 cy class 1 rip rap at outlet 313 6.29 Replace Culvert 24 52 313 6.56 Replace Culvert 24 44 313 6.82 Replace Culvert 24 48 313 7.61 Replace Culvert 24 56 Remove skew. Maintain inlet location. Clean inlet basin. Set inverts at toe of slope. Place 2 cy class 1 rip rap at outlet.
313 7.94 Replace Culvert 49" x 33" 52 See detail. Remove skew. Ditch inlet to force flow into pipe. Taper slopes to fit pipe. Wrap entire bedding section in geotextile.
313 8.34 Replace Culvert 30 58 Improve ditching from inlet basin to 150' WSW.
313 8.82 Replace Culvert 42" x 29" 42 Rocky subgrade. Set inverts 6" below stream bed if possible.
313 10.17 Replace Culvert 42 70 See detail. Taper slopes to fit. Wrap entire bedding section in geotextile.
313 10.44 Replace Culvert 57" x 38" 56 See detail. May need to taper slopes to fit. Rocky subgrade. Wrap entire bedding section in geotextile. Place 2 cy class 1 rip rap at outlet 313 10.99 Replace Culvert 35" x 24" 66 Set invert below stream bed.
313 11.30 Replace Culvert 35" x 24" 44 Set invert below stream bed.
313 11.87 Replace Culvert 21 48
313 13.79 Replace Culvert 72 76 See detail. Wrap entire bedding section in geotextile. Ditch between new pipe and 48" CMP.
313 14.13 Replace Culvert 21 42 Clean inlet and outlet ditches.
313 15.23 Replace Culvert 35" x 24" 40 Set inverts deeper and extend both ends through toe of slope.
313 16.05 Replace Culvert 28" x 20" 34 313 16.15 Replace Culvert 21 44 Set deeper.
313 16.31 Replace Culvert 21 48 Set deeper.
313 16.36 Replace Culvert 21 46 Install new ditch relief cross drain. Construct ditch block. Can move to fit.
313 16.40 Replace Culvert 21 44 313 16.41 Replace Culvert 64" x 43" 46 See detail. Clean inlet ditch to direct excess flow downhill.
313 16.51 Replace Culvert 21 42 Clean inlet and outlet ditches.
313 16.56 Replace Culvert 49" x 33" 52 See detail. Place 2 cy class I rip rap at outlet.
309 5.94 Crushed Aggregate Surfacing 50 For bedding and cover over culvert.
309 5.94 Replace Culvert 36 48 Verify size with FS prior to order, poly coated CMP. Exact location to be staked by FS.
1388 0.20 Crushed Aggregate Surfacing 100 Haul and spread crushed aggregate as staked 1388 0.20 Ditch Construction 200 Right
Roadway Project BMP Task Surfacing Aggregate (CYD) Comments 309 5.936 Crushed Aggregate Surfacing 100 Haul and spread as staked
1388 0.2 Crushed Aggregate Surfacing 100 Haul and spread as staked
Option Items Worklist
File details come from the government source that posted it. Updated .