k.ConstructionDwgs.pdf
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- AG-0489-S-10-9000
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K. Construction Drawings
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| Amendment4_Schedule.doc | DOC document | |
| Amendment3_Schedule.doc | DOC document | |
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| Amendment2_Schedule.doc | DOC document | |
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| Amendment1_AppendixBTables.docx | DOCX document | |
| AmendmentNo1.rtf | RTF text file | |
| i.SpecList.doc | DOC document | |
| f.RMCodes.xls | XLS spreadsheet | |
| l.Fire.Prot.and.Suppression.r6_fs_6300_52 1 .doc | DOC document | |
| h.T-838_WB-6.pdf | ||
| c.Appendix A-specs.docx | DOCX document | |
| b.z2 MapVicinity.pdf | ||
| g.tspecs.doc | DOC document | |
| b.final_solicitation.doc | DOC document | |
| h.T-839_WB-12.pdf | ||
| e.road_list.xls | XLS spreadsheet | |
| j.Specs.docx | DOCX document | |
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| b.z4 MapSouth.pdf | ||
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Sheet Total
Sheets
3 15
ROAD NUMBER 1125 1125205 1125208 1125400 1125420 1135275 1135276
PROJECT LENGTH (MILES) 1.45 0.18 0.50 0.20 0.30 0.02 0.04
ITEM NO. DESCRIPTION
CONTRACT
QUANTITY UNIT REMARKS
15101 Mobilization LS All Includes mobilization for all subprojects
15950 Reconstruction staking Mile 1.45 0.18 0.50 0.20 0.30 0.04
20301 Removal of log culvert debris LS All
20302 Removal of earth berm Each 1
20420A Drainage excavation, type drain dip Each 1
20420B Drainage excavation, type drain dip with borrow Each 1
20420C Drainage excavation, type Utah dip Each 1
23050 Roadside brushing Mile 1.45
24901 Composite road construction, method C or D Mile 0.18 0.50 0.20 0.30
25101 Placed riprap, class 3 yes CY 8
25110 Hand placed riprap, class 3 yes CY 2
30326 Road reconditioning, compaction method B Mile 1.45
32222 Pit-run aggregate, maximum size 6", yes CY 30 compaction method A
60236 36 inch corrugated metal pipe culvert Foot 40
65101 Pit and quarry development Each 1 1
Water is indirect. Obtain water from a commercial source.
2-3/4" x 1/2" corrugations. Backfill compaction method B
ESTIMATE OF QUANTITIES
0.064-inch thickness for STL, 0.060-inch thickness for AL
Provide mobile watering equipment with watertight tanks of known capacity. Provide for positive control of water application from the driver's position.
Sheet Total Sheets
Work Summary Road 1125 11 15
Mile Post Pay Item Work Required or Reference Point (RP)
0.00 RP Jct. Rd. 11
3.81 RP Cornet Creek crossing
4.00 Begin Project
15950 Begin reconstruction staking
23050 Begin roadside brushing
30326 Begin road reconditioning
Scarify in areas of rills and gullies to the full depth of the deformity.
Road reconditioning includes reconditioning ditches and cleaning culverts. All culverts shall be inspected and cleaned as required by section 607.04
4.00 RP 24" culvert
4.08 RP 15" culvert
4.13 RP 15" culvert
4.20 RP 15" culvert
4.22 RP Turnout right
4.25 RP 15" culvert
4.29 RP 15" culvert
4.33 RP 15" culvert
4.38 RP 15" culvert
4.43 RP Jct. left, Rd 1125150. switchback
Notes
Work Summary Road 1125 Continued 12 15
Mile Post Pay Item Work Required or Reference Point (RP)
4.51 RP 15" culvert
4.54 RP 15" culvert
4.59 RP 15" culvert
4.76 RP 15" culvert
4.81 RP 15" culvert
4.86 RP Turnout right
4.99 RP 15" culvert
5.03 RP 15" culvert
5.09 RP Turnout right, switchback
5.14 RP 15" culvert
5.18 RP 15" culvert
5.25 RP 15" culvert
5.38 RP 15" culvert
5.45 End Project, Jct. Rd. 1125205
15950 End reconstruction staking
23050 End roadside brushing
30326 End road reconditioning
NOTE: See sheet 4 for Typical Sections.
See sheet 8 for cleaning catchbasin details.
Work Summary Road 1125205 13 15
Mile Post Pay Item Work Required or Reference Point (RP)
0.62 Begin Project
15950 Begin reconstruction staking
24901 Begin composite road construction.
20420B Construct drain dip with borrow. Obtain borrow from material source on road 1125225.
0.65 RP, Jct. right, Rd. 1125225
Aggregate stockpile right
0.66 Begin realignment of road.
Shift road left away from stream channel. Centerline location to be staked on the ground by the CO prior to construction.
0.69 20420A Construct utah dip
0.75 20420C Construct drain dip
30122 Armor dip and fill slope with pit-run aggregate from material source on road 1125225
0.80 Blend grade into existing road grade
End Project
15950 End reconstruction staking
24901 End composite road construction
NOTE: See sheet 5 for composite road construction typical
See sheet 6 for drain dip details
See sheet 7 for Utah dip details
Work Summary 14 15
Mile Post Pay Item Work Required or Reference Point (RP)
Road 1125208
0.00 Begin Project, Jct Rd 1125205
15950 Begin reconstruction staking
24901 Begin composite road construction (reconstruction of existing road)
0.01 Remove earth berm
0.50 End Project
15950 End reconstruction staking
24901 End composite road construction
Road 1125400
0.00 Begin Project, Jct Rd 1135100
15950 Begin reconstruction staking
24901 Begin composite road construction (reconstruction of existing road)
0.20 End Project
15950 End reconstruction staking
24901 End composite road construction
Road 1125420
0.00 Begin Project, Jct Rd 1125380
15950 Begin reconstruction staking
24901 Begin composite road construction (reconstruction of existing road)
0.01 Remove earth berms
0.30 End Project
15950 End reconstruction staking
24901 End composite road construction
Note: See sheet 5 for composite road construction typical.
Work Summary 15 15
Mile Post Pay Item Work Required or Reference Point (RP)
Road 1135275
0.00 Begin project, Jct Rd. 1135265
0.01 20302 Remove earth berm
0.02 End project
Road 1135276
0.00 Begin project, Jct Rd. 1135275
15950 Begin reconstruction staking
0.02 Clear brush and trees in the immediate area of the culvert installation where vegetation impedes the work, indirect to other pay items. Scatter slash outside the roadway and drainage.
20301 Remove existing logs and woody material from the culvert installation area and dispose by scattering 50' away from the stream and below the roadway.
60236 Install 36" x 40' culvert. See sheet 9 for details.
Lay culvert invert on approximately 5-6% flow line
Utilize crushed aggregate from the stockpile on road
1125205, mp 0.65 if bedding material is needed.
Reconstruct road width to 24' over the culvert.
25110 Construct a catch basin into aggraded material above the inlet. Line catch basin with hand placed riprap (est. 2 CY)
25101 Place Class 3 riprap at culvert outlet. Source on road 1125, mp 6.95. (est. 8 CY)
0.04 End project
NOTE: Material source for backfill is slough material located on road 276, approx. 200-500 ft. Ahead. Any necessary clearing is indirect to other pay items.
| 1titlesht |
| 2VICMAP |
| 3EstQty |
| 4TYP_303 |
| 5TYP_249 |
| 6draindip |
| 7UTAHDIP |
| 8catchbasin |
| 9DrnConstr |
| 10pit_plan |
| 11worksummary |
| 12worksummary |
| 13worksummary |
| 14worksummary |
| 15worksummary |
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