J-3b_Worklist_2360200_RS_041014.xls
XLS spreadsheet 196 KB Posted
- Attached to
- Road Decommissioning (2014-2019), Multiple Award Task Order Contract (MATOC) Federal contract opportunity
- Solicitation number
- AG-05G2-S-14-0007
About this file
J-3b Worklist FSR 2360200
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_No_001.pdf | ||
| J-7a_Bid_Bond_SF_24.pdf | ||
| J-2_Experience_Questionnaire.pdf | ||
| Solicitation_AG-05G2-S-14-0007.pdf | ||
| J-7b_Payment_Bond_SF_25a.pdf | ||
| J-2_Specifications.pdf | ||
| J-6_Fire_Plan.pdf | ||
| J-3a_Vicinity_Map_ _Traffic_Control_Plan.pdf | ||
| J-1_Task_Order_No_001_Road_2360200_Decommissioning.pdf | ||
| J-4_Contract_Drawings.pdf | ||
| J-3cd_Stream_Crossing_Worksheets.pdf | ||
| J-7c_Performance_Bond_SF_25.pdf | ||
| J-5_Davis_Bacon_Wage_Determination.pdf |
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Text version
2360200
| STATION | WAYPOINT | PHOTOS | FILLSLOPE PULLBACK | STREAM CROSSING REMOVAL AND RESTORE NATURAL DRAINAGE | CROSS DITCH | ||||||
| D1 (ft) | D2 (ft) | VOLUME (yds³) | BOTTOM WIDTH (ft) | VOLUME (yds³) | RIPRAP VOLUME (yds³) | BOTTOM WIDTH (ft) | SKEW (degrees) | RIPRAP VOLUME (yds³) | |||
| FSR 2360200 MP 0.0 to 2.0. | |||||||||||
| 0+00 | 200_1 | 2360200_01 | Junction 2360200 at 2360000 (MP 1.35). BOP. Road Decommission. | ||||||||
| 0+50 | Remove existing double berm and trench. | ||||||||||
| 3+50 | 200_3 | Junction with Unclassified Spur C. | |||||||||
| 5+00 | Begin Road Treatment. Begin 18 inch deep Scarification . Construct Type 1 Barrier. | ||||||||||
| 6+25 | 200_4 | Remove 18" Ditch Relief Culvert. | |||||||||
| 8+50 | End Scarification. Begin Fillslope Pullback. | ||||||||||
| 200_5 | 6 | 10 | 280 | ||||||||
| 12+00 | End Fillslope Pullback. | ||||||||||
| 12+35 | 200_6 | Large Stream Crossing Removal - 24" Culvert. | |||||||||
| 8 | 870 | ||||||||||
| 13+00 to 14+00 | Landing. Potential Disposal Site. | ||||||||||
| 14+75 | Restore Natural Drainage. | ||||||||||
| 8 | 280 | ||||||||||
| 15+00 | Begin Fillslope Pullback. | ||||||||||
| 6 | 12 | 210 | |||||||||
| 17+10 | End Fillslope Pullback. | ||||||||||
| 17+42 | 200_7 | Remove 18" Ditch Relief Culvert. | |||||||||
| 17+75 | Begin Fillslope Pullback. | ||||||||||
| 6 | 10 | 190 | |||||||||
| 20+00 | End Fillslope Pullback. | ||||||||||
| 21+50 | Begin Fillslope Pullback. | ||||||||||
| 6 | 8 | 240 | |||||||||
| 25+00 | End Fillslope Pullback. | ||||||||||
| 25+30 | 200_8 | Restore Natural Drainage. | |||||||||
| 6 | 390 | ||||||||||
| 27+00 to 29+00 | 200_9 | Landing. Potential Disposal Site. | |||||||||
| 34+00 | Begin Fillslope Pullback. | ||||||||||
| 6 | 6 | 50 | |||||||||
| 35+00 | End Fillslope Pullback. | ||||||||||
| 35+50 | Begin Fillslope Pullback. | ||||||||||
| 4 | 6 | 80 | |||||||||
| 38+00 | Change Fillslope Pullback. | ||||||||||
| 8 | 8 | 160 | |||||||||
| 40+00 | End Fillslope Pullback. | ||||||||||
| 44+00 | Begin Fillslope Pullback. | ||||||||||
| 6 | 10 | 110 | |||||||||
| 45+25 | End Fillslope Pullback. | ||||||||||
| 45+50 | 2360200_02 - 2360200_04 | Restore Natural Drainage. Outside portion of road gone for 75 feet. | |||||||||
| 6 | 110 | ||||||||||
| 46+25 | Begin Outslope. | ||||||||||
| 48+50 | 200_11 | 2360200_05 - 2360200_09 | End Outslope. Road gone for 50 feet and will require construction of temporary access. | ||||||||
| 49+00 | Begin Outlsope. | ||||||||||
| 49+75 to 51+00 | Inside 4 feet of road and ditch covered with shale from cutslope ravel. | ||||||||||
| 53+25 | 200_12 | 2360200_10, 2360200_11 | Reference Tree located on outside edge of road - marked with orange and silver metal tags. Retain. | ||||||||
| 56+75 | End Outslope. | ||||||||||
| 57+00 | 200_13 | Restore Natural Drainage. | |||||||||
| 8 | 150 | ||||||||||
| 58+50 | Begin Outslope. | ||||||||||
| 59+70 | End Outlsope. | ||||||||||
| 59+92 | 200_14 | 2360200_12 | Small Stream Crossing Removal - 18" Culvert. | ||||||||
| 8 | 250 | ||||||||||
| 61+00 | Begin Outlsope. | ||||||||||
| 63+00 | End Outslope. Outside edge of road gone. | ||||||||||
| 63+50 | Restore Natural Drainage. | ||||||||||
| 12 | 220 | ||||||||||
| 68+00 | Begin Outslope. | ||||||||||
| 69+25 | 200_15 | 2360200_13 - 2360200_19 | End Outslope. Next 75 feet of road gone and will require construction of temporary access. | ||||||||
| 71+35 | 200_16 | 2360200_20 - 2360200_23 | Small Stream Crossing Removal - 18" Culvert. Inlet buried with debris. | ||||||||
| 10 | 260 | ||||||||||
| 72+91 | 200_17 | 2360200_24 - 2360200_32 | Small Stream Crossing Removal - 18" Culvert. | ||||||||
| 10 | 220 | ||||||||||
| 74+50 | 2360200_33 | Outside 4 foot edge of road gone. | |||||||||
| 75+25 to 77+00 | 200_18 | Landing. Potential Disposal Site. | |||||||||
| 78+00 | Begin Outslope. | ||||||||||
| 80+00 | End Outlsope. | ||||||||||
| 80+00 to 81+00 | Landing. Potential Disposal Site. | ||||||||||
| 81+44 | 200_19 | Large Stream Crossing Removal - 36" Culvert. | |||||||||
| 15 | 2090 | ||||||||||
| 88+40 | 200_20 | 2360200_34 - 2360200_36 | Begin Outslope. Outer 1/3 edge of road gone. | ||||||||
| 90+00 | End Outslope. | ||||||||||
| 91+74 | 200_21 | 2360200_37 - 2360200_43 | Large Stream Crossing Removal - 18" Culvert. Culvert inlet is plugged with debris. 1/2 road gone and will require construction of temporary access. | ||||||||
| 12 | 650 | ||||||||||
| 92+00 | Begin Outslope. | ||||||||||
| 96+40 | End Outslope. | ||||||||||
| 96+60 | 200_22 | 2360200_44 - 2360200_46 | Large Stream Crossing Removal - 24" Culvert. | ||||||||
| 10 | 740 | ||||||||||
| 96+80 | Begin Outslope. | ||||||||||
| 98+50 | End Outslope. | ||||||||||
| 98+75 | 200_23 | 2360200_47 - 2360200_49 | Small Stream Crossing Removal - 30" Culvert. Road fill gone over pipe and will require construction of temporary access. | ||||||||
| 10/14 | 300 | ||||||||||
| 99+85 | 200_24 | 2360200_50 - 2360200_52 | Large Stream Crossing Removal - 36" Culvert. | ||||||||
| 16 | 1530 | ||||||||||
| 100+00 to 102+00 | 2360200_53, 2360200_54 | Heavy ditch scour 4-6 feet wide by 3-4 feet deep. Construction of temporary access may be required to access road beyond this point. | |||||||||
| 103+27 | 200_25 | Large Stream Crossing Removal - 18" Culvert. Inlet plugged with debris. | |||||||||
| 12/6 | 270 | ||||||||||
| 104+50 | 200_26 | Small Stream Crossing - No culvert. | |||||||||
| 10 | 960 | ||||||||||
| 106+00 | |||||||||||
| 107+00 | 200_27 | EOP. End of Road Treatment Method. Road beyond this point has been decommissioned. | |||||||||
| This partial layout provides preliminary locations, dimensions and quantities. Contractor is responsible for final layout. |
&C&A WORKLIST
&L&A&R&P
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