c. RD66FLOOD.pdf

PDF 4 MB Posted Jun 25, 2010

Attached to: Road 66 Reconstruction
Solicitation number: AG-04KK-S-10-0003
Issued by: Department of Agriculture Forest Service R6-Pacific Northwest Region

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AG-04KK-S-10-0003 Project Plans

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File	Type	Posted
amend1_supporting.doc	DOC document	Jun 30, 2010
amend1.doc	DOC document	Jun 30, 2010
b. Rd_66_specs.docx	DOCX document	Jun 25, 2010
e. 19_r6_fs_6300_52.doc	DOC document	Jun 25, 2010
d. OR2_dvb.mht	MHT file	Jun 25, 2010
a. 66RoadSolicitation.doc	DOC document	Jun 25, 2010
g. SF-25.pdf	PDF	Jun 25, 2010
i. SF-25B.pdf	PDF	Jun 25, 2010
f. SF-24.pdf	PDF	Jun 25, 2010
h. SF-25A.pdf	PDF	Jun 25, 2010

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LAKEVIEW

KLAMATH FALLS

MEDFORD

GRANTS PASSGOLD

BEACH

ROSEBERG

COOS

BAY

BURNS

JOHN DAY

BAKER CITY

LA GRANDE

PENDLETON

PRINEVILLE

REDMOND

BENDEUGENE

NEWPORT

LINCOLN

CITY

TILLAMOOK

GRESHAMPORTLAND

SEASIDE

BROOKINGS

CORVALLIS

SALEM

HOOD

RIVER THE

DALLES

SISTERS

MADRAS

KEY MAP OF OREGON SHOWING LOCATION OF PROJECT

ENTERPRISE

ROAD 66 RECONSTRUCTION

/s/ R. Strohm JUNE 17, 2010

/s/ J. Proebstel JUNE 17, 2010

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LEGEND

National Forest

US HWY

STATE HWY

COUNTY ROUTE

ARTERIAL ROUTE

COLLECTOR ROUTE

LOCAL ROUTE

QUARRY

STREAM/ RIVER

WATER SOURCE1

SCALE 1" = 1.25 MILES

0 1 2

NOTES

1. NOT ALL ROADS/ FEATURES ARE DISPLAYED

ON THIS MAP.

2. THE CONTRACTOR MAY SELECT ANY

SOURCE, BUT MUST STAY WITHIN THE EXISTING

BOUNDARY AS STAKED BY THE COR.

MINERAL SOURCE

LOCATION: JCT FS ROAD 66/ 510, MP 19.928

T. 5 S., R. 46 E., SE 1/4 of SEC. 35

DISTANCES

FROM B.O.P.:

TO: BAKER CITY, OR 59 MILES

TO: HALFWAY, OR 6.0 MILES

TO: END OF PROJECT 30 MILES

CLEAR CREEK WATER SOURCE

LOCATION: FS ROAD 66, MP 2.426

T. 7 S., R. 46 E., SEC. 7

B.O.P.

E.O.P.

JCT. HW

Y. 86

0.3 M

ILES

H A

A Y

E S

ESEAGLE

CAP

WILDERNESS

PVT. PVT.

PVT.

PVT. PVT.

PVT.

B.L.M.

B.L.

PVT.

WALLOWA

WHITMAN

NATIONAL

FOREST

HELLS CANYON

NATIONAL REC.

AREA

HELLS CANYON

NATIONAL REC.

AREA

HELLS CANYON

NATIONAL REC.

AREA

WALLOWA

WHITMAN

NATIONAL

FOREST

WALLOWA

WHITMAN

NATIONAL

FOREST

WATER SOURCE

12.818 MILEPOST

0.000

2.426

4.433

12.818

14.720

19.928 22.380

28.054

30.070

6.365

10.749

16.665

25.775

National Forest

PROJECT ROAD

MINERAL SOURCE

LOCATION: JCT FS ROAD 66/ 070, MP 3.309

T. 7 S., R. 46 E., NE 1/4 of SEC. 8

LAKE FORK CREEK WATER SOURCE

LOCATION: FS ROAD 66, MP 15.733

T. 6 S., R. 46 E., SEC. 9

DUCK CREEK WATER SOURCE:

LOCATION: FS ROAD 3985, MP 0.05

T. 6 S., R. 47 E., SEC. 1

R.47E.R.46E.R.46E. R.48E.R.47E.

T.6S.

T.7S.

T.5S.

T.6S.

National Forest

66 1

RIP RAP SOURCE

LOCATION: FS ROAD 6605, MP 0

T. 7 S., R. 46 E., NE 1/4 of SEC.19

MINERAL SOURCE

LOCATION: FS ROAD 6625, MP 2.59

T. 7 S., R. 46 E., NW 1/4 of SEC. 2

MINERAL SOURCE

LOCATION: FS ROAD 6615, MP 1.40

T. 7 S., R. 46 E., NW 1/4 of SEC. 9

MINERAL SOURCE

LOCATION: FS ROAD 6695, MP 1.10

T. 6 S., R. 47 E., NE 1/4 of SEC. 2

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ITEM NO. DESCRIPTION PAY UNIT

15101 Mobilization LS

15702 Silt Fence LF

15713 Soil Erosion and Pollution Control LS

15901 Reconstruction Staking Mi

20301 Removal and Disposal of Existing Culvert, Method (a) Ea

20402 Roadway Excavation, Compaction Method B, Finishing Method B

20418 Drainage Excavation, Type Blind Drain, Compaction Method B CONTRACT

QUANTITY CY

20701 Earthwork Geotextile Type, I-A (Permeable) SY

23001 Roadside Brushing (Scatter Slash) Mi

25101A Placed Riprap, Class 2 (Ditchline Armor) CY

25101B Placed Riprap, Class 3 (Culvert Outlet) CY

30357 Roadway Reconditioning, Compaction Method B Mi

32203A Aggregate Subbase, Grading "P" Borrow (3"-Open), Compaction Method B

32203B Aggregate Base, Grading "R" (2"-Open), Compaction Method B

32218 Screened Aggregate, Grading "Permeable Backfill" (3"-0), Compaction Method B

60201A 18-Inch Pipe Culvert (Compaction Method B) LF

60201B 24-Inch Pipe Culvert (Compaction Method B) LF

61909A Recondition Cattleguard (Clean) Ea

61909B Recondition Cattleguard (Clean & Repair) Ea

63501 Temporary Traffic Control LS

65102 Pit and Quarry Development LS

TOTAL BASE ITEMS

QUANTITY

30.07

3.72

30.07

26.35

1,865

15,631

1,990

CONTRACT

QUANTITY

CONTRACT

QUANTITY

CONTRACT

QUANTITY

CONTRACT

QUANTITY

REMARKS

Cleaning of equipment for noxious weeds are indirect to pay item.

Dispose of off Government land.

Quantities shown are compacted in place volume. Construction tolerance C.

Ditch waste at Round Mt. Pit (M.P. 3.309) or as agreed by C.O.

See spec. 230.

ESTIMATE OF QUANTITIES

Quantity shown is a compacted in place volume. Water incidental to pay item.

Quantity shown is a compacted in place volume.

Quantity shown is a compacted in place volume. Obtain from Road 510 twin mineral source. Water incidental to pay item.

Quantity shown is a compacted in place volume. See FP-03, section 703.04, table 703-1 for gradation requirements.

See pit development plan. (Twin) Sheet 20 of 21

Includes cleaning ditchline, ditch waste at Round Mt. Pit. or as agreed by C.O. Water incidental to pay item.

Obtain from Road 510 twin mineral source.

Water incidental to pay item.

See sheets 18 - 20 for culvert listing. (16 gauge)

Sidecast waste material.

See spec. 156.00

20411 Embankment Construction, Compaction Method B, Finishing Method B

Quantities shown are compacted in place volume..CONTRACT

QUANTITY

25101C Placed Riprap, Class 6 (Fill Slope) CYCONTRACT QUANTITY Quantity shown is a compacted in place volume.

32203C Aggregate Base, Grading "D" (3/4" - 0), Compaction Method B (Government Furnished)

CY 202CONTRACT

QUANTITY Quantity shown is a compacted in place volume. Water incidental to pay item.

60201C 48-Inch Pipe Culvert (Compaction Method B) LF 50 See sheets 18 - 20 for culvert listing. (16 gauge)

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FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction NotesMile Post Number Work Description Remarks

0.00 BEGIN

PROJECT:

Junction Road 6605 Left Rip Rap Source 3 County Rd. 999

23001 Roadside Brushing. See typical.

See specifications for gradation requirements.

Roadway reconditioning.

See typical for taper distances into and out of turnouts.

30301

Enlarge culvert inlet basins to typical.

0.065 Clean and replace right wing of cattleguard

0.542 Repair washout, remove existing cmp, Replace with 18"x36' cmp

0.651 Remove existing cmp, Replace with

18"x28' cmp

0.668 Install new 18"x32' cmp

0.732 TOR 50x8 - Place aggregate see detail

0.777 Remove existing cmp, Replace with

24"x36' cmp

0.914 Remove existing cmp, Replace with

24"x34' cmp

0.950 Remove existing cmp, Replace with

18"x34' cmp

1.005 Remove existing cmp, Replace with

18"x34' cmp

1.189 Remove existing cmp, Replace

with18"x36' cmp

1.420 Junction Rd. 6600040 Rt., SnoPark

1.729 Junction Rd. 6605 Lt.

20402

61909B

60201A

32203A

1.775 TOR 50x8 - Place aggregate see detail

15901 Reconstruction Staking.BEGIN

0.001

Add 10 C.Y. 3" Borrow

See pages 18-20 for list of culverts to be cleaned.

15702 20301 20411

25101C 32203C 60201A

20301 60201A

15702

20301 60201A

15702

20301 60201A

15702

20301 60201A

15702

20301 60201A

15702

20301 60201A

15702

All turnout locations as staked by C.O.R.

Sheet 13.

All borrow locations as staked by C.O.R.

0.20 Repair washout, Remove existing cmp, Replace with 24" x 36' cmp.

20411 25101C 32203C 60201B

See sheet 14.

See sheet 15.

2.189 Junction RD. 6600050 Rt.

2.426 Add 50 C.Y. 3" borrow to intersection. Junction Rd. 6610000 Lt., Water Source 1

2.627 Junction Rd. 6600068 Lt.

2.792 Remove existing cmp, Replace with

24"x38' cmp

3.309 Junction Rd. 6600070 Rt., Rd. to

Mineral Source 2, Waste Disposal Site (Round Mountain Pit).

3.494 Junction Rd. 6600175 Lt.; 6615000 Rt.

1.4 miles to mineral source 5.

3.657 TOL 50x8 - Add 10 C.Y. 3" borrow.

3.783 Add 40 C.Y. 3" borrow to intersection. Junction Rd. 6620000 Lt.

4.287 Clean cattleguard

4.433 Add 20 C.Y. 3" borrow to intersection. Junction Rd. 6623000 Lt.

4.889 Remove existing cmp & downspout pipe, Replace with 18"x36' cmp, Place 10 C.Y.

riprap at outlet of new pipe; Place 20 C.Y.

3" Borrow in existing Sag Dip.

4.984 Junction Rd. 6600100 Lt.

5.006 East Pine Cr. Place 20 C.Y. 3" Borrow at Sag

Dip.

32203A

61909A

32203A

20301 60201A 25101B 32203A

32203A

20301 60201A

15702

1.90 Repair washoutBEGIN20411

25101C 32203C

See sheet 16.

2.15 Repair washoutEND20411

25101C 32203C

See sheet 16.

2.170 Clear Creek

2.14 60201C Install 48" X 50' CMP culvert. See sheet 16.

Crossing is subject to repair work under separate contract due to flood damage.

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

5.193 Junction Rd. 6625000 Rt. to mineral

source 4 (2.59 miles).

5.391 Install ditch armor. (5 C.Y.)

5.399 Ditch Armor

Dig out inlet basin 5 CY (indirect to pay item).

Fill with 5 CY riprap.

Add 30 C.Y. 3" borrow to raise road grade.

6.365 Junction Rd. 6600151 Lt.

6.869 Place 30 C.Y. 3" borrow to inside of curve

7.023 Place 20 C.Y. 3" borrow on roadway

7.544 Junction Rd. 6600125 Rt.

8.590 Junction Rd. 6600210 Lt.

8.668 Junction Rd. 6660000 Rt.

8.866 Place 40 C.Y. 3" borrow on roadway

9.400 Install 18"x32' cmp, Add 5 CY 3" borrow

9.450 Install 18"x32' cmp, Add 5 CY 3" borrow

9.514 Junction Rd. 6600219 Rt.

9.527 Junction Rd. 6600220 Lt.

9.590 TOR 50x8, Add 30 C.Y. 3" borrow

9.673 Junction Rd. 6600222 Rt.

9.793 Place 20 C.Y. 3" borrow

25101A

32203A

60201A

32203A

BEGIN

END

See ditch armor detail sheet 13 of 21.

20402 25101A

Place crushed aggregate on turnouts & tapers.

10.000 Placement of 4-inch depth of 2" open

aggregate.

TOR 50x8 - Place aggregate see detail

10.108 TOR 50x8 - Place aggregate see detail

10.385 TOR 50x8 - Place aggregate see detail

10.749 Junction Rd. 6600240 Rt.

10.755 TOR 50x8 - Place aggregate see detail

11.017 TOR 50x8 - Place aggregate see detail

11.029 Trinity Creek

11.260 TOR 50x8 - Place aggregate see detail

11.310 Install 18"x30' cmp. Add 10 C.Y. 3" borrow

11.339 TOR 50x8 - Place aggregate see detail

11.416 Add 30 CY 3" borrow at Sag Dip.

11.426 TOR 50x8 - Place aggregate see detail

11.439 Junction Rd. 6600225 Rt.

11.526 TOR 50x8 - Place aggregate see detail

11.575 TOR 50x8 - Place aggregate see detail

11.684 Junction Rd. 6600260 Rt.

32203B

32203A

32203B

32203A

32203B

60201A

BEGIN

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

11.850 Install 18"x28' cmp. Add 40 C.Y. 3" borrow

11.882 Junction Rd. 6600270 Lt.

11.897 Place 40 C.Y. 3" borrow to build TO

11.900 Install 18"x28' cmp. Add 40 C.Y. 3" borrow

12.147 Place 40 C.Y. 3" borrow to build TO

12.275 TOR 50x8 - Place aggregate see detail

12.350 Install 18"x32' cmp.

12.470 Install 18"x30' cmp.

12.477 TOR 30x8 - Place aggregate see detail

12.524 Place 60 C.Y. 3" borrow on roadway

12.642 Place 40 C.Y. 3" borrow to build TO

12.709 Cattleguard, Clean

12.818 Junction Rd. 6600285 Rt. Fish Cr. Trail

12.861 Place 20 C.Y. 3" borrow to build TO

12.913 Construct ditch to typical to milepost 14.500.

Sidecast material

12.920 Install 18"x38' cmp.

13.078 TOR 50x8 - Place aggregate see detail

60201A

32203A

60201A

32203A

32203B

32203A

61909A

20402

32203B

60201A

32203A

60201A

32203A

END

BEGIN

Roadway Reconditioning30301

Transition aggregate to cattleguard 25' tapers.

13.080 Install Sag Dip Place 30 C.Y. 3" Borrow

13.113 TOR 50x8 - Place aggregate see detail

13.200 Install 18"x32' cmp.

13.261 TOR 50x8 - Place aggregate see detail

13.300 Install 18"x36' cmp.

13.400 Install 18"x38' cmp.

13.480 Install 18"x34' cmp.

13.481 TOR 50x8 - Place aggregate see detail

13.750 Install 18"x34' cmp.

13.764 Place 20 C.Y. 3" borrow to build TO 50x8

13.888 Place 20 C.Y. 3" borrow to build TO 30x8

13.960 Install 18"x36' cmp.

14.125 Place 20 C.Y. 3" borrow to build TO

14.150 Install 18"x36' cmp.

14.280 Install 18"x34' cmp.

14.330

14.379

32203B

TOR 50x8 - Place aggregate see detail

60201A

32203A

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

14.410 Install 18"x34' cmp.

14.511 Junction Rd. 6600310 Rt.

14.536 TOL 50x8 - Place aggregate see detail

14.613 TOR 50x8 - Place aggregate see detail

14.646 Place 50 C.Y. 3" borrow on roadway

14.720 Junction Rd. 6600325 Lt. Fish Lk. Dam

14.780 TOR 50x8 - Place aggregate see detail

14.803 TOL 50x8 - Place aggregate see detail

14.839 Junction Rt. Lake Fork Trail 1876

14.900

15.103 Place 10 C.Y. 3" borrow to build TO 50x8

15.139 Junction Rd. 6600400 Rd. Lt. West Ent.

15.240 Place 20 C.Y. 3" borrow to build TOL 50x8

15.290 Install 18"x26' cmp.

15.301 Junction Rd. 6600410 Lt.

15.389 Place 10 C.Y. 3" borrow to build TO 50x8

32203B

60201A

End placement of 4-inch depth of 2" open aggregate. Begin placement of 2-inch depth of 2" open aggregate.

60201A

32203A

15.541 Place 10 C.Y. 3" borrow to build TO 50x8

15.627 Junction Rd. 6600420 Rt.

15.641 Place 10 C.Y. 3" borrow to build TO 50x8

15.736 Place 10 C.Y. 3" borrow to build TO 50x8

15.733 Lake Fork Cr., Water Source 2

15.740 Install 18"x34' cmp.

15.847 Place 10 C.Y. 3" borrow to build TO 50x8

15.921 Junction Rd. 6600435 Rt.

15.938 Place 30 C.Y. 3" borrow on roadway

15.952 Place 10 C.Y. 3" borrow to build TO 50x8

16.000 Install 24"x36' cmp.

16.050 Install 18"x44' cmp.

16.061 Place 10 C.Y. 3" borrow to build TO 50x8

16.131 TOR 50x8 - Place aggregate see detail

16.221 TOR 50x8 - Place aggregate see detail

16.240 Install 18"x34' cmp.

16.290 Install 18"x32' cmp.

16.330 Install 18"x34' cmp.

32203B

32203A

32203B

60201A

60201B

60201A

32203A

End Ditch Construction.20402

Roadway Reconditioning30301

END

BEGIN

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

16.330 Install 18"x34' cmp.

16.418 Place 10 C.Y. 3" borrow to build TO 50x8

16.480 Install 18"x40' cmp.

16.510 TOR 50x8 - Place aggregate see detail

16.530 Install 18"x34' cmp.

16.652 TOR 50x8 - Place aggregate see detail

16.665 Junction Rd. 6600450 Lt.

16.855 TOR 50x8 - Place aggregate see detail

17.000 Install 18"x36' cmp.

17.050 Install 18"x40' cmp.

17.090 TOR 50x8 - Place aggregate see detail

17.120 Install 18"x40' cmp.

17.277 TOR 50x8 - Place aggregate see detail

17.280 Install 18"x36' cmp.

17.280 Place 20 C.Y. 3" borrow in sag dip.

17.468 TOR 50x8, Overlook

17.572 Horse Lake TH

17.572 Place 10 C.Y. 3" borrow to build TO 50x8

32203B

32203A

60201A

17.770 Junction Rd. 6600485 Rt.

17.900 Place 10 C.Y. 3" borrow to build TO 50x8

18.112 TOR 50x8 - Place aggregate see detail

18.300 Install 18"x32' cmp.

18.375 TOR 50x8 - Place aggregate see detail

18.560 TOR 50x8 - Place aggregate see detail

18.715 Place 10 C.Y. 3" borrow to build TO 50x8

18.820 TOR 50x8 - Place aggregate see detail

19.039 Junction Rt. Sugarloaf Trail 1887

19.136 Junction Rd. 6600495 Lt.

19.146 TOR 50x8 - Place aggregate see detail

19.279 Junction Rd. 6600500 Lt. ( S. Ent.), Twin

Lakes CG

19.312 TOL 50x8 - Place aggregate see detail

19.500 Place 20 C.Y. 3" borrow on roadway

19.555 TOL 50x8 - Place aggregate see detail

19.713 TOR 50x8 - Place aggregate see detail

19.833 TOR 50x8 - Place aggregate see detail

19.920 Install 18"x32' cmp.

32203B

32203A

32203B

32203A

60201A

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

19.928 Junction Rd. 6600510 Lt. (w. Ent.), Entrance to Mineral Source 1 (Twin).

20.000 Place 25 CY 3" borrow to build TO 50x8

20.215 Place 25 C.Y. 3" borrow to build TO 50x8

20.405 TOL 50x8 - Place aggregate see detail

20.480 Install 18"x34' cmp.

20.632 TOR 50x8 - Place aggregate see detail

20.640 Install 18"x32' cmp.

20.780 TOR 50x8 - Place aggregate see detail

20.800 Construct ditch to typical Lt. to MP 21.700.

Sidecast material

20.869 TOR 50x8 - Place aggregate see detail

20.889 TH 1866 Buck Crossing

20.910 TOR 50x8 - Place aggregate see detail

20.980 Install 18"x42' cmp.

21.160 TOR 50x8 - Place aggregate see detail

21.340 Install 18"x34' cmp.

21.370 TOR 50x8 - Place aggregate see detail

21.499 TOR 50x8 - Place aggregate see detail

32203A

32203B

20402

32203B

60201A

Install 18"x42' cmp

END

BEGIN

Roadway Reconditioning30301

21.520 Place 20 C.Y. 3" borrow.

Install 18"x34' cmp.

21.670 TOR 50x8 - Place aggregate see detail

21.700 End ditch construction

21.880 Install 18"x32' cmp.

22.090 Place 10 C.Y. 3" borrow to build TO 50x8

22.096 Place 30 C.Y. 3" borrow on roadway

22.200 Install 18"x34' cmp.

22.227 TOR 50x8 - Place aggregate see detail

22.332 TOR 50x8 - Place aggregate see detail

22.380 Junction Rd. 6600532 Rt.

22.454 TOR 50x8 - Place aggregate see detail

22.637 TOR 50x8 - Place aggregate see detail

22.725 TOR 50x8 - Place aggregate see detail

22.839 TOR 50x8 - Place aggregate see detail

22.910 Install 18"x36' cmp.

22.979 TOR 50x8 - Place aggregate see detail

23.100 Install 18"x38' cmp.

23.198 TOR 50x8 - Place aggregate see detail

32203B

32203A

32203A 60201A

20402

60201A

Roadway Reconditioning.30301

END

BEGIN

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

23.350 Install 18"x30' cmp.

23.372 Junction Rd. 6600540 Lt.

23.400 Place 30 CY 3" borrow on roadway

23.440 Junction Rd. 6600560 Lt.

23.449 TOR 50x8 - Place aggregate see detail

23.620 TOR 50x8 - Place aggregate see detail

23.652 Place 40 CY 3" borrow on roadway

23.801 TOR 50x8 - Place aggregate see detail

23.889 Remove existing cmp. Replace with

18"x42' cmp.

23.900 TOR 50x8 - Place aggregate see detail

24.034 TOR 50x8 - Place aggregate see detail

24.128 TOR 50x8 - Place aggregate see detail

24.172 Remove existing cmp. Replace with

18"x44' cmp.

24.176 Install water Barrier on Rd. 3980

24.176

24.248 TOR 50x8 - Place aggregate see detail

24.275 Place 30 C.Y. 3" borrow on roadway

32203B

32203A

60201A

End placement of 2-inch depth of 2" open aggregate.

32203B

20402 Junction Rd 3980 Lt.

END

BEGIN Placement of 4-inch depth of 2" open aggregate.

20301 60201A

15702

20301 60201A

15702

24.415 Junction Rd. 6600575 Rt. (w. Ent.)

24.422 TOR 50x8 - Place aggregate see detail

24.505 TOR 50x8 - Place aggregate see detail

24.520 Install Blind Drain and Perf. Pipe to typical, Permeable Backfill (15 CY) 4'W x 3'D x 32'L Ditch armor to typical Lt. (15 C.Y.)

Place 40 C.Y. 3" borrow

24.616 TOR 50x8 - Place aggregate see detail

24.670 Place 20 C.Y. 3" borrow on roadway

24.730 Install 18"x36' cmp.

24.760 TOR 50x8 - Place aggregate see detail

24.850 Install 18"x34' cmp.

24.895 Jct. Rd. 6600575 Rt.

TOR 50x8 - Place aggregate see detail

24.900 Place 30 C.Y. 3" borrow on roadway

24.983 TOR 50x8 - Place aggregate see detail

25.052 Junction Rd. 6600580 Rt.

25.100 Place 20 C.Y. 3" borrow on roadway

25.130 Place 20 C.Y. 3" borrow in sag dip.

25.250 TOR 50x8 - Place aggregate see detail

25.374 TOR 50x8 - Place aggregate see detail

32203B

32203A

25101A 20701

20418

32203A

60201A

24.563 25101A

BEGIN

END Ditch armor.

32218

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Mile Post Pay Item Number Work Description Construction Notes

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

25.400 Place 20 C.Y. 3" borrow on roadway

25.500 TOR 50x8 - Place aggregate see detail

25.724 TOR 50x8 - Place aggregate see detail

25.775 Junction Rd. 6600610 Rt.

25.800 Place 20 C.Y. 3" borrow in sag dip.

25.900 Place 40 C.Y. 3" borrow on roadway

25.950 Place 20 C.Y. 3" borrow on roadway

26.013 TOR 50x8 - Place aggregate see detail

26.071 Junction Rd. 6600630 Rt.

26.100 Place 30 C.Y. 3" borrow in sag dip.

26.164 TOR 50x8 - Place aggregate see detail

26.300 Place 20 C.Y. 3" borrow on roadway Junction Rd. 6600650 Rt.

26.395 TOR 50x8 - Place aggregate see detail

26.400 Place 20 C.Y. 3"borrow on roadway

26.577 TOR 50x8 - Place aggregate see detail

26.700 Place 20 C.Y. 3" borrow on roadway

26.756 TOR 50x8 - Place aggregate see detail

27.000 TOR 50x8, Place 20 C.Y. 3" borrow on

roadway

32203B

32203A

32203B

32203A

32203A 27.211 Place 20 CY 3" borrow on roadway, Remove existing cmp. Replace with 18"x44' cmp

27.462 TOR 50x8 - Place aggregate see detail

27.634 TOR 50x8 - Place aggregate see detail

27.764 Junction Rd. 6600710 Rt.

27.800 Place 30 C.Y. select 3" in sag dip;

Install 18"x34' cmp

27.816 TOR 50x8 - Place aggregate see detail

27.990 TOR 50x8 - Place aggregate see detail

28.054 Junction Rd. 6600820 Rt. (w.Ent.) TH 1881

28.185 TOR 50x8 - Place aggregate see detail

28.200 Place 20 C.Y. 3" borrow on roadway

28.249 TOR 50x8 - Place aggregate see detail

28.460 TOR 50x8 - Place aggregate see detail

28.500 Place 30 C.Y. 3" borrow in sag dip.

28.55 Junction Rd. 6600840 Rt.

28.594 Remove existing cmp. Replace with

18"x36'.cmp.

28.600 Place 30 C.Y. 3" borrow on roadway

28.646 Place 10 C.Y. select borrow to build TO 50x8

32203B

32203A

60201A

20301 60201A

15702

20301 60201A

15702

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Mile Post Pay Item Number Work Description Construction Notes

28.718 TOR 50x8 - Place aggregate see detail

28.766 Junction Rd. 6695 Lt., Graves Cr. Rd. to

mineral source 6 (1.1 miles).

28.800 Place 20 C.Y. 3" borrow on roadway

28.898 TOR 50x8 - Place aggregate see detail

29.061 TOR 50x8 - Place aggregate see detail

29.100 Place 30 C.Y. 3" borrow on roadway

29.121 TOR 50x8 - Place aggregate see detail

29.200 Place 30 C.Y. 3" borrow on roadway

29.214 Remove existing cmp. Replace with

18"x38' cmp.

29.668 Deer Creek

29.725 TOR 50x8 - Place aggregate see detail

29.759 Junction Rd. 6600955 Lt

29.808 Duck Creek

29.853 TOR 50x8 - Place aggregate see detail

29.900 Place 40 C.Y. 3" borrow on roadway

29.903 Junction Rd. 6600950 Lt

29.950 Place 30 C.Y. 3" borrow on roadway

29.975 TOR 50x8 - Place aggregate see detail

32203B

32203A

32203B

32203A

20301 60201A

15702

FISH LAKE/TWIN LAKE

ROAD #66 RECONSTRUCTION

Mile Post Pay Item Number Work Description Construction Notes

29.975 TOR 50x8 - Place aggregate see detail

30.000 Place 30 C.Y. 3" borrow on roadway

30.070

EOP

32203B

32203A

End placement of 4 - inch compacted depth 2" open aggregate.

End Roadside Brushing

End road reconditioning.

32203B

23001

30357

End Reconstruction Staking15901 END

END

PROJECT: Water Source 3

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SUBGRADE

16' 3'

2% 2%

11 2 :1

FILL SLOPE

1:1 C

UT S

3:1

14' 2% 2%

11 2 :1

FILL SLOPE

1:1 C

UT S

3:1 3:1

FINISHED SURFACE

2" OR 4" DEPTH 2"-OPEN

AGGREGATE

(ITEM 32203B)

1' DEPTH

SHOULDER

ROAD CONSTRUCTION DETAILS

SUBGRADE

HINGE

14'

2% 2%

11 2 :1

FILL SLOPE

1:1 C

UT S

3:1 3:1

TRAVELED WAY

SUBGRADE

HINGE

1' DEPTH

SHOULDER

TURNOUT LANE, TYP.

ROADWAY EXCAVATION AND EMBANKMENT

SECTION 204

ROADWAY RECONDITIONING

SECTION 303

AGGREGATE COURSE

SECTION 322

SUBGRADE

HINGE

ROADSIDE BRUSHING

SECTION 230

1' DEPTH

ESTABLISH

DITCH

(ITEM 20402)

SUBGRADE

3:1 1:1 C

UT S

3' 1'

1' DEPTH

PLACE KEYED RIPRAP

1 ROCK DEEP (6")

(ITEM 25101A)

DITCH ARMOR DETAIL

SECTION 251

BLADE TURNOUTS TO UTILIZE

ALL THE ORIGINAL

CONSTRUCTED WIDTH WHEN

MORE THAN 8 FT. IS AVAILABLE.

ROAD TURNOUT

PLAN VIEW

SECTION 322

FLO

25' 25'

LOWEST

POINT OF

SILT FENCE

ROAD

SILT FENCE

PLAN VIEW

SECTION 157

CULVERT

20'

SEE WORK

SUMMARY FOR

DEPTH &

LOCATION

SEE WORK SUMMARY

FOR LOCATIONS

SEE WORK SUMMARY

FOR LOCATIONS

SEE WORK SUMMARY

FOR LOCATIONS

BRUSHING

LIMITS

BRUSHING

LIMITS

AGGREGATE DEPTH ON

TURNOUTS WILL BE SAME AS

ROADBED DEPTH SHOWN ON

WORK SUMMARIES.

SEE AGGREGATE

COURSE DETAIL

BELOW

SILT FENCE

MP 5.391 & MP 24.520

ALL BORROW LOCATIONS

AS STAKED BY C.O.R.

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14' 2% 2%

11 2 :1 1:1

UT S

3:1 3:1

FINISHED SURFACE

4" DEPTH AGGREGATE

(3/4"-0) GOVT. FURNISHED

SUBGRADE

HINGE

1' DEPTH

SHOULDER

AGGREGATE COURSE

SECTION 322

SUBGRADE

HINGE

EXISTING

STREAM BED

INSTALL 24" MINIMUM

SIZED RIP RAP

SECTION 251

EXISTING

SUBGRADE

LIMITS OF

EROSION

WATER

SURFACE

24" RIP RAP

SECTION 251

COMPACTED SUBGRADE

SECTION 204

EXCAVATION & EMBANKMENT

DITCH

FILL SLOPE 1V:1.5H

TOE OF FILL

PROPOSED TOE

EXISTING RIVER CHANNEL

PROPOSED DRIVING SURFACE

0 20 40 60

PROPOSED DITCH

HISTORICAL RIVER CHANNEL

SECONDARY RIVER CHANNEL

DISTANCES SHOWN ARE APPROXIMATIONS ONLY

REMOVE & REPLACE

EXISTING 24" CMP

DRAINAGE CULVERT

12" PVC IRRIGATION PIPE RECONNECT AS

PER PINE VALLEY IRRIGATION DISTRICT.

12" PVC IRRIGATION PIPE

RECONNECT AS PER PINE VALLEY

IRRIGATION DISTRICT.

PULL TREES WITH

ROOT WADS TO FORCE

CHANNEL BACK TO

HISTORICAL

LOCATION.

PLACE

RIP RAP

PLACE

RIP RAP

PLACE

RIP RAP

DIVERT FLOW

BACK TO

HISTORICAL CHANNEL

EXISTING

CHANNEL

FINISHED SURFACE

ROTATE TREES

TOE OF FILL

FILL SLOPE 1V:1.5H

TYPICAL CROSS SECTION

SITE PHOTO

PLAN VIEW

ROAD 66, MP 0.2 WASHOUT

NOTES

1. CONTACT BRUCE LINDLEY OF

PINE VALLEY IRRIGATION DISTRICT

FOR IRRIGATION LINE CONNECTION

DETAILS. (PH. 541-742-2641)

2. IN-STREAM MATERIAL SHALL BE

MINIMUM 24" DIAMETER CLEAN RIP

RAP.

3. REFER TO FP-03 FOR STANDARD

SPECIFICATIONS.

4. FLOOD REPAIR WORK SHALL BE

COMPLETED BY AUGUST 31, 2010.

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2% 2%

11 2 :1 1:1

UT S

3:1 3:1

FINISHED SURFACE

4" DEPTH AGGREGATE

(3/4 - 0) GOVT. FURNISHED

SUBGRADE

HINGE

1' DEPTH

SHOULDER

AGGREGATE COURSE

SECTION 322

SUBGRADE

HINGE

EXISTING

STREAM BED

INSTALL 24" MINIMUM

SIZED RIP RAP

SECTION 251

EXISTING

SUBGRADE

LIMITS OF

EROSION

WATER

SURFACE

24" RIP RAP

SECTION 251

COMPACTED SUBGRADE

SECTION 204

EXCAVATION & EMBANKMENT

FINISHED SURFACE

STREAM EROSION

FILL SLOPE 1.5:1

0 20 40 60

DISTANCES SHOWN ARE APPROXIMATIONS ONLY

DITCH

STREAM EROSION

HISTORICAL TOE OF FILL

FLOW

REMOVE AND REPLACE

EXISTING CMP CULVERT

SEE WORK SUMMARY

TYPICAL CROSS SECTION

SITE PHOTO

PLAN VIEW

ROAD 66, MP 0.54 WASHOUT

NOTES

1. IN-STREAM MATERIAL SHALL BE MINIMUM 24"

DIAMETER CLEAN RIP RAP.

2. REFER TO FP-03 FOR STANDARD

SPECIFICATIONS.

3. WASHOUT IS LOCATED ALONG FS ROAD 66,

ABOUT AT MP 0.54, LOCATED IN T.7S, R.46E,

SEC. 18.

4. FLOOD REPAIR WORK SHALL BE COMPLETED

BY AUGUST 31, 2010.

SITE PHOTO

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2% 2%

11 2 :1 1:1

UT S

3:1 3:1

FINISHED SURFACE

4" DEPTH

AGGREGATE

SUBGRADE

HINGE

1' DEPTH

REESTABLISH

SHOULDER

AGGREGATE COURSE

SECTION 322

SUBGRADE

HINGE

EXISTING

STREAM BED 2'

EXISTING

SUBGRADE

LIMITS OF

EROSION

WATER

SURFACE

RIP RAP

SECTION 251

COMPACTED SUBGRADE

SECTION 204

EXCAVATION & EMBANKMENT

REESTABLISH

DITCHLINE

INSTALL RIP RAP

SECTION 251

INSTALL 48" C.M.P.

DRAINAGE CULVERT

EXISTING 48" C.M.P.

DRAINAGE CULVERT

REPAIR FILL SLOPE

AND SHOULDER

REPAIR SHOULDER

REESTABLISH DITCHLINE

EXISTING 48" C.M.P.

DRAINAGE CULVERT

EXISTING ROAD

SURFACE

EXISTING ROAD

SURFACE

REPAIR SHOULDER

NOT TO SCALE

MP 1.90

MP 2.15

TYPICAL CROSS SECTION

SITE PHOTO

PLAN VIEW

ROAD 66, MP 1.90 - 2.15 WASHOUT

NOTES

1. IN-STREAM MATERIAL SHALL BE

MINIMUM 24" DIAMETER CLEAN RIP

RAP.

2. REFER TO FP-03 FOR STANDARD

SPECIFICATIONS.

3. FLOOD REPAIR WORK SHALL BE

COMPLETED BY AUGUST 31, 2010.

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DO NOT RAISE OUTLET

ABOVE ORIGINAL GROUND

OR STREAM BEDBEDOR STREAM

ORIGINAL GROUND

B.O.P. E.O.P.

120Á SKEW

60Á SKEW

SKEW DIAGRAM PLAN VIEW

MATERIAL TO BE

DEPOSITED IN BOTH

SIDES OF DITCH

CULVERT

DIAMETER

1.5:1 1.5:1

DITCH GRADE = 2% MIN

DRAINAGE CONSTRUCTION DETAILS

OUTLET DITCH SECTION

SECTION A-A

B.O.P. = BEGINNING OF PROJECT

E.O.P. = END OF PROJECT

2% MIN. SLOPE

MIN. 1 FT.

SUBGRADE

2% MIN. SLOPE

MIN. 1 FT.

SUBGRADE

CATCHBASIN

SEE DETAIL

ABOVE

1:1 CUT

SLOPE

2:1 FILL

SLOPE

CROSS DRAIN / DITCH RELIEF

SECTION A-A SEE

BELOW

CULVERT SECTION

RIPRAP, FSP WHEN

SPECIFIED ON PLANS

FSP = FILL SLOPE PROTECTION

CROSS DRAIN / DITCH RELIEF CMPS

FOR

2:1 FILL

SLOPE

WHEN SPECIFIED, LOWER

INLET TO DIMENSION

SHOWN ON WORK

SUMMARY

*SKEW TO FIT EXISTING

CHANNEL

SECTION 602 - CULVERTS AND DRAINS

FOR

HAND PLACED RIPRAPDITCH DAM

SHOULDER

SUBGRADE

DITCH

NORMAL

TOP OF CUT SLOPE

CUT SLOPE

CATCH BASIN DETAIL PLAN VIEW

CATCH BASIN WIDTH

10' (MIN.)10' (MIN.)

CMP

CROSS DRAIN / DITCH RELIEF CMPS

DIRECTION OF

FLOW

AS SPECIFIED ON WORK SUMMARY

AGGREGATE BASE AS

SPECIFIED ON WORK

SUMMARY

OUTLET APRON WHEN SPECIFIED

SEE SUMMARY OF WORK

RIPRAP, FSP WHEN

SPECIFIED ON PLANS

DRAINAGE CROSSING CULVERT SECTION

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0.542

0.651

0.668

0.777

0.914

0.950

1.005

1.189

2.792

4.889

9.400

9.450

11.310

11.850

11.900

12.350

12.470

12.920

13.200

13.300

Remove and Replace Existing CMP

Remove Existing CMP and Downspout10

DRAINAGE LISTING

0.20 3624 X 50 Remove and Replace Existing CMP

2.14 5048 Install New CMP Along Existing CMP

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13.400

13.480

13.750

13.960

14.150

14.280

14.410

15.290

15.740

16.000

16.050

16.240

16.290

16.330

16.480

16.530

17.000

17.050

17.120

17.280

DRAINAGE LISTING

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18.300

19.920

20.480

20.640

20.980

21.340

21.520

22.200

22.910

23.100

23.350

23.889

24.172

24.730

24.850

27.211

27.800

28.594

29.214

21.160

21.880

Remove and Replace Existing CMP

DRAINAGE LISTING

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WRAP GEOTEXTILE FABRIC

(ITEM 20701)

PERMEABLE BACKFILL

(ITEM 32218)

3:13:1

CROSS SECTION VIEW

R D

SKEW AS STAKED

SH SH DITCH LINE

APPROXIMATELY 36'

EXPOSED PLAN VIEW

END VIEW

SUBGRADE

GEOTEXTILE FABRIC

ITEM 20701

12" TOTAL DEPTH

AGGREGATE

COURSE

SECTION 32203B

PERMEABLE

BACKFILL

ITEM 32218

8" AGGREGATE

4" TYPICAL

AGGREGATE

COURSE

ITEM 32203B

NO GEOTEXTILE

WRAP ON ENDS

NO GEOTEXTILE

WRAP ON ENDS

ITEM 32203B

12" TOTAL DEPTH

DISPOSE OF EXCAVATION MATERIAL AS

APPROVED BY C.O, AS PART OF 20418.

BLIND DRAIN DETAILS

SECTION 204

PERMEABLE BACKFILL

(ITEM 32218)

NOTE:

GEOTEXTILE FABRIC

& AGGREGATE NOT

SHOWN ON THIS VIEW

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7' -5"

2' -0

C 10 X 15.3 " HOLES FOR "

MACHINE BOLTS

FOUNDATION (TYP.)

5" X " PREFORMED

BITUMINOUS JOINT

FILLER FULL LENGTH

OF CATTLEGUARD

(CONCRETE BASE ONLY).

TYP3-8

6"X6" TIMBER POST

LENGTH AS REQUIRED

FOR 3' -0" BURIAL OR

APPROVED METAL SUBSTITUTE

L 2" X 2" X

PLATE

TYP

TWO STEEL WING ASSEMBLIES

REQUIRED FOR EACH

CATTLEGUARD.

L 1 " X 1 " X "

TYP

L 6" X 4" X "

X FULL LENGTH

CATTLEGUARD DETAILS

SECTION 619

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ESTIMATE OF QUANTITIES

32203B Aggregate Base, Grading "R" (2"-Open), Compaction Method

B (Rd 66 MP 8.7-MP 10.0, as staked by COR)

TOTAL OPTIONAL ITEMS

CONTRACT

QUANTITY 1,589

4" DEPTH 2"-OPEN

AGGREGATE

AGGREGATE COURSE

SECTION 322

MP 8.7 - 10.0

SEE WORK

SUMMARY

FOR DEPTH

& LOCATION

14'

2% 2%

11 2 :1

FILL SLOPE

1:1 C

UT S

3:1 3:1

TRAVELED WAY

SUBGRADE

HINGE

SHOULDER

TURNOUT LANE

REMARKSQUANTITYPAY UNITDESCRIPTIONITEM NO.

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File details come from the government source that posted it. Updated Nov 14, 2017.