PlansSheet3Thru7And13Thru22.pdf

ESTIMATE OF QUANTITIES

12.36 miles of reconstruction

* denotes contract quantities.

Item Number Description Unit Quantities Remarks

15101 Mobilization Lump

Sum

All Includes equipment washing, temporary traffic control and fire protection measures.

15755 Erosion control & pollution prevention Each 1 Dewatering.

15756 Mulch Lump

Sum

All Government furnished straw.

20253 Removal of individual trees, miscellaneous: disposal of tops & limbs f

& logs f

Each 160

20301 Removal existing culvert Each 8 Disposal method a.

20358A Removal of stumps, disposal method f Each 3

20358B Removal of corrugated metal pipe, disposal method a

Each 13

20419 Drainage excavation, type outlet ditch Foot 80

20459 Excavation Cubic

Yard*

200 Dispose of excess material in disposal areas.

25101 Placed riprap, class 4 Cubic

Yard*

18 Material located on Road 2136, MP

2.48 and Birds Point Quarry at MP

11.48, T25 R5 S25. Sorting will be necessary.

25550 Mechanically stabilized earth wall Square

Foot

146 Method C and D repairs. See sheet

11 of 22.

30359 Roadway reconditioning, compaction B Mile 12.08

32232 Haul and place stockpiled aggregate, compaction method B

Cubic

Yard*

466 Commercial source.

55699 Minor Bridge Railing Repair - Specific Lump

Sum

All Government furnished railing, post and fastening hardware. Fabrication of the railing is required. Dispose of replaced railing and post according to

Specification Subsection 203.05, method (a).

60276A 18-inch corrugated aluminized steel pipe, 0.064-inch thickness, method B

Foot 452

PAYCO Road 2136 Reconstruction Sheet 3 of 22

ESTIMATE OF QUANTITIES

12.36 miles of reconstruction

* denotes contract quantities.

Item Number Description Unit Quantities Remarks

60276B 24-inch corrugated aluminized steel pipe, 0.079-inch thickness, method B

Foot 78

60276C 30-inch corrugated aluminized steel pipe, 0.079-inch thickness, method B

Foot 116

60403 Inlet, stand pipe Each 5 See sheet 10 of 22.

60604 Anchor, for 18-inch, 24-inch and 30-inch steel pipe

Each 8

60605 Pipe elbow, hinged Each 3 For 18-inch, 24-inch and 30-inch steel pipes.

60655A 18-inch full-circle aluminized steel outlet pipe

Foot 16

60655B 24-inch full-circle aluminized steel outlet pipe

Foot 40

60655C 30-inch full-circle aluminized steel outlet pipe

Foot 36

60791 Repair existing culvert Each 4

PAYCO Road 2136 Reconstruction Sheet 4 of 22

GENERAL NOTES

1) Designated disposal areas are identified on the Reconstruction Summary sheets and will be flagged by the CO prior to material placement. Smooth and slope material to drain.

2) Spread government furnished, straw over disturbed soil at all culvert installations, disposal areas and other exposed soil work areas excluding ditches Cover areas completely. Material is available through Middle Fork Ranger District and is located at Flat Creek Work Center 1 mile east of

Oakridge on Road 24. Contact C.O. to arrange for pick up.

3) Replace culverts when stream channels are dry unless dewatering is called for. The dewatering will be deleted if there is no water in stream when the work is done. Instream work period is July

1st through August 15th. Extensions, if needed, may be requested in writing to the CO.

4) Salvage existing aggregate during culvert replacement; use as backfill material.

5) Do not undercut backslopes when cleaning and/or reconstructing ditchlines.

6) Recondition turnouts and curve widening with basic roadbed to dimensions existing on the ground.

7) Remove all berms, existing or created, to allow drainage of water from the traveled way, unless otherwise designated to remain.

8) Rebuild fills over pipe installations with fill slopes having a maximum gradient of 1:1.5 and having at least 1' shoulders.

9) Crushed aggregate is available for purchase from the Forest Service stockpiles located on Road

2136 at mp's 0.56, 4.66, 11.48 and mp 11.51. Contact the Middle Fork Ranger District for mineral permit information.

10) Unsuitable material encountered in excavation is to be hauled to disposal areas. Suitable material is available at MP 2.48 and material from ditch cleaning. Indirect to pay item 25550.

PAYCO Road 2136 Reconstruction Sheet 5 of 22

DRAINAGE LISTING

M.P. CMP Outlet As Built Dimensions Installation Details Remarks

Pipe Size Thick Type Grade Skew Anchors Hinged Energy Outlet Stand

Sets Elbow Dissipator Ditch pipe

Feet Feet M.P. Feet Inch FE Inch % Deg Each Each C.Y. Feet Each

0.11 7

0.70 66 18 0.064 # # #

0.88 40 18 0.064 # # #

0.93 36 18 0.064 1 * *

1.92 Remove 1' from pipe outlet.

2.20 40

2.29 20

2.61 5

2.77 2

3.91 20

5.54 Remove 3' from pipe outlet.

6.42 Jack out outlet.

6.46 36 24 0.079 # # #

6.87 Jack out inlet.

7.09 Jack out inlet.

7.47 34 18 0.064 # # # 2 X See sheet 10.

7.83 34 18 0.064 # # # 2 X See sheet 10.

7.90 X See sheet 10.

7.97 X See sheet 10.

8.04 Remove 3' from pipe outlet.

8.18 2 18 0.064 # # # X Remove 2' from inlet then add 2'. See sheet 10.

8.32 70 30 0.079 # # # Lower installation to obtain 1' minimum cover.

8.65 36 18 0.064 # # #

8.70 Remove 4' from pipe outlet.

8.79 32 18 0.064 # # # Install 1' below existing CMP placement.

8.95 28 18 0.064 # # #

9.15 42 40 24 0.079 # 5 # 3 X Remove 12' from existing inlet. See sheet 10.

9.27 46 36 30 0.079 # 5 # 3 X

9.36 40 18 0.064 # # # Install 1' below existing CMP placement.

PAYCO Road 2136 Reconstruction Sheet 6 of 22

DRAINAGE LISTING

M.P. CMP Outlet As Built Dimensions Installation Details Remarks

Pipe Size Thick Type Grade Skew Anchors Hinged Energy Outlet Stand

Sets Elbow Dissipator Ditch pipe

Feet Feet M.P. Feet Inch FE Inch % Deg Each Each C.Y. Feet Each

9.42 32 18 0.064 # # # Install 1' below existing CMP placement.

9.57 16 18 0.064 2 X Remove 4' from pipe outlet.

9.66 36 18 0.064 # # # Install 1' below existing CMP placement.

10.78 36 18 0.064 # # #

11.79 Remove 6' from pipe outlet.

12.12 Remove 5' from pipe outlet.

THE ABOVE INSTALLATIONS TO INCLUDE CONNECTING BANDS

NOTE: Standard pipe corrugation will be 2 2/3 inch X 1/2 inch unless otherwise noted.

Some installations of culverts may require additional excavation below grade line.

* Skew and/or grade as marked on ground by CO.

# Skew, grade and type shall match removed installation unless otherwise noted.

PAYCO Road 2136 Reconstruction Sheet 7 of 22

PAYCO ROAD 2136 RECONSTRUCTION SUMMARY

Mile Point Pay Item Quantity Unit Work Description

0.00 Beginning of project. Junction Road 2134.

0.01 Water source road right to Staley Creek.

0.05 Beginning of bridge.

0.06 55699 All Lump

Sum

As marked by C.O. remove 2 damaged bridge railing sections from the left side of the bridge and 1 damaged bridge railing section from right side. Install 2 bridge railing sections on the left side of the bridge and 1 bridge railing section on right side. As marked by C.O.

remove 1 damaged bridge railing post from right side of bridge.

Install 1 bridge railing post on right side of bridge.

0.11 25101 7 C.Y. Construct energy dissipator, 10' L x 6' W x 3' D.

0.28 30359 12.08 Mile Road 2137 junction left. End of asphalt surfacing.

Begin road reconditioning. Grubbing and disposal of all vegetation and root masses within road bed and in the ditch is required unless otherwise noted in the work description. Haul material from ditch reconstruction, slough and slide removal to disposal areas marked by the CO. Scatter all logs and woody debris lying between the top of cutbank and the opposite road shoulder, as approved by the CO.

Scarify to a minimum 1" below the depth of all potholes, washboards or surface irregularities.

0.32 20253 3 Each Fall danger trees left.

0.53 Road 2136265 junction left.

0.56 Road junction right. Location of existing crushed aggregate and riprap stockpiles.

0.70 20253 3 Each Fall danger trees right.

20358B 1 Each Remove existing CMP.

60276A 66 Foot Install 18" CMP.

32232 12 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 12' top width. Blend to adjacent road surfaces to provide a smooth transition.

0.77 20253 1 Each Fall danger tree right.

0.88 20358B 1 Each Remove existing CMP.

60276A 40 Foot Install 18" CMP.

PAYCO Road 2136 Reconstruction Sheet 13 of 22

32232 10 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 12' top width. Blend to adjacent road surfaces to provide a smooth transition.

0.93 60276A 36 Foot Install 18" CMP. Skew and grade as marked on the ground by CO.

32232 10 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 12' top width. Blend to adjacent road surfaces to provide a smooth transition.

Pitrun source left.

1.16 20253 1 Each Fall danger tree left.

1.31 20253 1 Each Fall danger tree left.

1.34 20253 2 Each Fall danger trees left.

1.40 20253 1 Each Fall danger tree left.

1.41 20253 1 Each Fall danger tree left.

1.44 20253 1 Each Fall danger tree left.

1.48 20253 1 Each Fall danger tree left.

Remove berms at beginning of bridge approach corners to achieve positive drainage as marked by the CO. Work is indirect to 30359.

Water source.

1.92 20253 1 Each Fall danger tree left.

20301 1 Each Cut and remove 1' from pipe outlet.

2.20 20419 40 Foot Reconstruct outlet ditch 40' to achieve positive drainage.

2.29 20419 20 Foot Reconstruct outlet ditch 20' to achieve positive drainage.

2.37 20253 3 Each Fall danger trees right.

2.48 20459 200 C.Y. For entire length of gabion wall remove all material from bottom of wall for 7' to the cutslope. Slope cutslope at 1:1.

2.61 25101 5 C.Y. Construct energy dissipator, 15' L x 3' W x 3' D.

2.71 20253 1 Each Fall danger tree left.

PAYCO Road 2136 Reconstruction Sheet 14 of 22

2.77 25101 2 C.Y. Construct energy dissipator, 6' L x 3' W x 3' D.

3.03 Road junction right to disposal area as marked by the CO.

3.53 20253 1 Each Fall danger tree left.

3.61 20253 3 Each Fall danger trees left.

3.69 20253 1 Each Fall danger tree left.

3.91 20419 20 Foot Reconstruct outlet ditch 20' to achieve positive drainage.

4.15 20253 1 Each Fall danger tree right.

4.38 Road 2136279 junction right.

4.45 Remove berms at the beginning of bridge approach corners to achieve positive drainage as marked by the CO. Work is indirect to

30359.

Water source.

4.66 Crushed aggregate stockpile source left.

4.80 Disposal area left as marked by the CO.

5.34 Road 2136280 junction right.

5.41 20253 2 Each Fall danger trees left.

5.54 20301 1 Each Cut and remove 3' from pipe outlet.

5.78 Disposal area right as marked by the CO.

5.86 20253 1 Each Fall danger tree right.

6.11 20253 1 Each Fall danger tree right.

6.23 20253 2 Each Fall danger trees right.

6.42 60791 1 Each Jack out pipe outlet.

6.46 20358B 1 Each Remove existing CMP.

60276B 36 Foot Install 24" CMP.

PAYCO Road 2136 Reconstruction Sheet 15 of 22

32232 11 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 13' top width. Blend to adjacent road surfaces to provide a smooth transition.

6.51 25550 74 S.F. Construct Mechanically Stabilized Earth Wall, see sheet 11 of 22.

32232 23 C.Y. Place 12" of crushed aggregate full depth for 25' with 15 foot tapers on each end with a 13' top width. Blend to adjacent road surfaces to provide a smooth transition.

6.66 20253 3 Fall danger trees 2 right and 1 left.

6.87 60791 1 Each Jack out pipe inlet.

7.00 Road junction left.

7.04 Road 2136267 junction right.

7.09 60791 1 Each Jack out pipe inlet.

7.30 Road 2136300 junction left.

7.37 20253 1 Each Fall danger tree right.

7.43 20253 2 Each Fall danger trees right.

7.47 20358B 1 Each Remove existing CMP.

60276A 34 Foot Install 18" CMP.

32232 11 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 13' top width. Blend to adjacent road surfaces to provide a smooth transition.

25101 2 C.Y. Construct energy dissipator, 6' L x 3' W x 3' D.

60403 1 Each Install standpipe, see sheet 10 of 22.

7.60 20253 1 Each Fall danger tree right.

7.72 20253 1 Each Fall danger tree right.

7.78 32232 45 C.Y. Begin placing 4" lift of crushed aggregate. Place aggregate to match existing road width.

7.83 20358B 1 Each Remove existing CMP.

60276A 34 Foot Install 18" CMP.

PAYCO Road 2136 Reconstruction Sheet 16 of 22

32232 12 C.Y. Place additional 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 14' top width. Blend to adjacent road surfaces to provide a smooth transition.

25101 2 C.Y. Construct energy dissipator, 6' L x 3' W x 3' D.

60403 1 Each Install standpipe, see sheet 10 of 22.

End placing 4" lift of crushed aggregate.

7.90 60403 1 Each Install standpipe, see sheet 10 of 22.

7.96 32232 140 C.Y. Begin placing 4" lift of crushed aggregate. Place aggregate to match existing road width.

7.97 60403 1 Each Install standpipe, see sheet 10 of 22.

7.98 20253 2 Each Fall danger trees right.

8.04 20253 1 Each Fall danger tree right.

20301 1 Each Cut and remove 3' from pipe outlet.

8.12 End placing 4" lift of crushed aggregate.

8.18 60791 1 Each Cut and remove 2' from pipe inlet.

60276A 2 Foot Install 2' of 18" CMP to pipe inlet.

60403 1 Each Install standpipe, see sheet 10 of 22.

8.32 15755 1 Each Dewater stream.

20358B 1 Each Remove existing CMP.

60276C 70 Foot Install 30" CMP. Lower installation to accommodate for larger size culvert install and to obtain a minimum cover depth of 1' over pipe.

32232 14 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 15' top width. Blend to adjacent road surfaces to provide a smooth transition.

Reconstruct 3:1 ditchline 50' back from culvert inlet to help drain spring toward culvert. Work Is indirect to 30359.

8.45 Road 2136269 junction right.

8.53 Water source. South Fork Staley Creek.

8.57 20358A 1 Each Remove stump located at the top of cutbank right as marked by the

CO. Scatter downhill on fill slope.

8.61 20253 2 Each Fall danger trees right.

PAYCO Road 2136 Reconstruction Sheet 17 of 22

8.65 20253 3 Each Fall danger trees right.

20358B 1 Each Remove existing CMP.

60276A 36 Foot Install 18" CMP.

32232 11 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 13' top width. Blend to adjacent road surfaces to provide a smooth transition.

8.69 20253 1 Each Fall danger tree left.

8.70 20301 1 Each Cut and remove 4' from pipe outlet.

8.79 20358B 1 Each Remove existing CMP.

60276A 32 Foot Install 18" CMP. Lower installation 1' below existing CMP placement to eliminate pooling in catch basin.

32232 13 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

8.88 20358A 1 Each Remove stump located at the top of cutbank right as marked by the

CO. Scatter downhill on fill slope.

8.95 20253 1 Each Fall danger tree left.

20358B 1 Each Remove existing CMP.

60276A 28 Foot Install 18" CMP.

32232 13 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.03 20253 4 Each Fall danger trees right.

9.09 20253 2 Each Fall danger trees right.

9.13 20253 2 Each Fall danger trees right.

9.15 20301 1 Each Remove 12' of inlet end of existing culvert and crush the remaining inlet. Replace and compact material at the inlet to create bed for new installation. Install new CMP above the remaining existing culvert.

60276B 42 Foot Install 24" CMP.

60655B 40 Foot Install 24" full-circle outlet pipe.

60604 3 Each Install anchor sets.

60605 1 Each Install pipe elbow, hinged.

PAYCO Road 2136 Reconstruction Sheet 18 of 22

32232 14 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.16 20253 1 Each Fall danger tree right.

9.19 20253 1 Each Fall danger tree left.

9.21 20253 2 Each Fall danger trees left.

9.27 60276C 46 Foot Install 30" CMP. Install new pipe 7' below new finished road surface elevation at inlet. Excavation for the CMP is indirect to 25550.

60655C 36 Foot Install 30" full-circle outlet pipe.

60604 3 Each Install anchor sets.

60605 1 Each Install pipe elbow, hinged.

25550 72 S.F. Construct Mechanically Stabilized Earth Wall, see sheet 11 of 22.

At station 0+51 lower centerline elevation of finished road surface 1' below existing centerline elevation. Taper new road surface into existing adjacent road surface 50' from station 0+51 in both directions to provide a smooth transition.

Fill and shape catch basin using material from ditch cleaning. Fill catch basin to the bottom of the new inlet elevation. Construct the catch basin to have a 3% grade back to the catch point on the slope. Compact catch basin material using Method A. Work is indirect to 25550.

32232 77 C.Y. Place 12" of crushed aggregate full depth for 100' with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.33 20253 3 Each Fall danger trees left.

9.36 20253 1 Each Fall danger tree left.

20358B 1 Each Remove existing CMP.

60276A 40 Foot Install 18" CMP. Lower installation 1' below existing CMP placement to eliminate pooling in catch basin.

32232 12 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.42 20358B 1 Each Remove existing CMP.

60276A 32 Foot Install 18" CMP. Lower installation 1' below existing CMP placement to eliminate pooling in catch basin.

PAYCO Road 2136 Reconstruction Sheet 19 of 22

32232 13 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.54 20253 4 Each Fall danger trees right.

9.57 20301 1 Each Remove 4' from pipe outlet.

60655A 16 Foot Install 18" full-circle outlet pipe.

60604 2 Each Install anchor sets.

60605 1 Each Install pipe elbow, hinged.

9.61 20253 5 Each Fall danger trees right.

9.66 20358B 1 Each Remove existing CMP.

60276A 36 Foot Install 18" CMP. Lower installation 1' below existing CMP placement to eliminate pooling in catch basin.

32232 12 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 15' top width. Blend to adjacent road surfaces to provide a smooth transition.

9.75 20253 1 Each Fall danger tree right.

9.79 20253 2 Each Fall danger trees right.

9.93 20253 1 Each Fall danger tree right.

9.95 20253 1 Each Fall danger tree right.

10.03 20253 1 Each Fall danger tree right.

10.12 20253 1 Each Fall danger tree right.

10.16 20253 1 Each Fall danger tree right.

10.17 20358A 1 Each Remove stump located at the top of cutbank right as marked by the

CO. Scatter downhill on fill slope.

10.21 20253 3 Each Fall danger trees right.

10.29 20253 2 Each Fall danger trees right.

10.41 20253 1 Each Fall danger tree right.

10.45 20253 1 Each Fall danger tree right.

PAYCO Road 2136 Reconstruction Sheet 20 of 22

10.49 20253 2 Each Fall danger trees right.

10.68 20253 3 Each Fall danger trees right.

10.73 20253 1 Each Fall danger tree right.

10.78 20358B 1 Each Remove existing CMP.

60276A 36 Foot Install 18" CMP.

32232 13 C.Y. Place 8" crushed aggregate full depth for 15 feet centered over installed culvert with 15 foot tapers on each end and a 16' top width. Blend to adjacent road surfaces to provide a smooth transition.

10.94 20253 1 Each Fall danger tree right.

11.04 20253 7 Each Fall danger trees right.

11.08 20253 1 Each Fall danger tree right.

11.11 20253 2 Each Fall danger trees right.

11.21 20253 1 Each Fall danger tree right.

11.29 20253 3 Each Fall danger trees right.

11.33 20253 1 Each Fall danger tree right.

11.35 20253 3 Each Fall danger trees right.

11.38 20253 1 Each Fall danger tree left.

Enter rock pit right.

11.48 Crushed aggregate stockpile right. Riprap source.

11.51 20253 1 Each Fall danger tree right.

Crushed aggregate stockpile left.

11.55 20253 3 Each Fall danger trees right.

11.60 20253 2 Each Fall danger trees right.

11.62 20253 4 Each Fall danger trees right.

11.65 20253 5 Each Fall danger trees right.

11.67 20253 4 Each Fall danger trees right.

PAYCO Road 2136 Reconstruction Sheet 21 of 22

11.70 20253 1 Each Fall danger tree right.

11.79 20301 1 Each Cut and remove 6' from pipe outlet.

12.02 20253 2 Each Fall danger trees left.

12.12 20253 1 Each Fall danger tree right.

20301A 1 Each Cut and remove 5' from pipe outlet.

12.16 20253 4 Each Fall danger trees right.

12.18 20253 3 Each Fall danger trees right.

12.21 20253 6 Each Fall danger trees right.

12.24 20253 4 Each Fall danger trees right.

12.27 20253 1 Each Fall danger tree right.

12.30 20253 3 Each Fall danger trees right.

12.36 End of project. Junction with road 2154.

PAYCO Road 2136 Reconstruction Sheet 22 of 22