Morovitz Phase 2 Drawings.pdf

ITEM NO. DESCRIPTION OF WORK PAY UNIT

ROAD

ROAD

TOTALS

15101 MOBILIZATION LUMP SUM ALL ALL 1

20301A REMOVAL OF CULVERT (15" TO 36") EACH 55 27 82

20301B REMOVAL OF CULVERT (48" TO 60"') EACH 1 1

20301C REMOVAL OF CULVERT (84" X 108" ELLIPTICAL) EACH 0 1 1

20301D REMOVAL OF LARGE DIAMETER LOGS (24" & 48") EACH 2 2

20301E REMOVAL OF ROAD CLOSURE DEVICE EACH 1 1

20304 REMOVAL OF CONCRETE PAVED WATERWAY LUMP SUM 1 1

20404 UNCLASSIFIED BORROW, COMPACTION METHOD C, FINISH METHOD A *CUBIC YARD 45 300 345

20411 EMBANKMENT CONSTRUCTION, COMPACTION METHOD C, FINISH METHOD A *CUBIC YARD 260 260

20415 UNSUITABLE EXCAVATION *CUBIC YARD 0 1100 1100

20419A DRAINAGE EXCAVATION, TYPE ROADWAY DITCH FOOT 50 50

20419B DRAINAGE EXCAVATION, TYPE OUTLET/LEADOFF DITCH FOOT 50 190 240

20420B DRAINAGE EXCAVATION, TYPE DRIVABLE ROLLING ROCKED DIP EACH 52 52

20476 ROCK EXCAVATION, MECHANICAL METHOD *CUBIC YARD 400 400

20806 STRUCTURE EXCAVATION (FOR PRECAST CONCRETE BRIDGE SILLS) LUMP SUM 1 1

20950 PIPE BEDDING MATERIAL *CUBIC YARD 261 40 301

23050A ROADSIDE BRUSHING (NORMAL) MILE 3.90 0.89 4.79

23050B ROADSIDE BRUSHING (MINIMAL TO PROVIDE EQUIPMENT ACCESS) MILE 2.78 2.78

25101A PLACED RIPRAP, CLASS 4, METHOD A *CUBIC YARD 219 43 262

25101B PLACED RIPRAP, CLASS 7, METHOD A *CUBIC YARD 114 69 183

30322 ROAD RECONDITIONING, COMPACTION METHOD A MILE 3.90 0.89 4.79

32232 HAUL AND PLACE STOCKPILED AGGREGATE (GOVERNMENT SOURCE), COMPACTION

METHOD A

*CUBIC YARD 500 145 645

57190 GOVERNMENT FURNISHED PRE-FABRICATED BRIDGE SUPERSTRUCTURE -

TRANSPORT AND INSTALL

LUMP SUM 1 1

60209 PIPE ELBOW, TURNER TYPE EACH 9 1 10

60273 ANCHOR ASSEMBLY EACH 9 1 10

60274A 18-INCH POLYETHYLENE OUTLET PIPE FOOT 92 92

60274B 24-INCH POLYETHYLENE OUTLET PIPE FOOT 30 20 50

60275A 18-INCH POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR AND ANNULAR

EXTERIOR, COMPACTION METHOD B

FOOT 1212 30 1242

60275B 24-INCH POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR AND ANNULAR

EXTERIOR, COMPACTION METHOD B

FOOT 874 240 1114

60275C 36-INCH POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR AND ANNULAR

EXTERIOR, COMPACTION METHOD B

FOOT 394 40 434

60275D 48-INCH POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR AND ANNULAR

EXTERIOR, COMPACTION METHOD B

FOOT 100 100

62201A EXCAVATOR, MINIMUM HORSE POWER 100, BUCKET 3/4 CY, AND 20 FT REACH HOUR 20

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION OF WORK PAY UNIT

ROAD

ROAD

TOTALS

SUMMARY OF QUANTITIES

62201B LARGE DUMP TRUCK (10-12 CY) HOUR 10

62201C SMALL TRACTOR CRAWLER, JOHN DEER 550 (OR EQUIVALENT) HOUR 10

63390A INSTALL TYPE 3 OBJECT MARKERS FOR BRIDGE (INCLUDES POSTS) EACH 4 4

63390B INSTALL "ONE LANE BRIDGE" SIGN (INCLUDES POST) EACH 2 2

65002 ROAD CLOSURE DEVICE, TYPE EARTH MOUND & BARRIER ROCKS EACH 2 2

*CONTRACT QUANTITY

Morovitz Roads Erosion Control - Phase 2 General Notes

# ITEM NOTES

1. 15101A Mobilization - All construction signing, traffic control, and equipment cleaning is an indirect cost to Item

15101

2. 20301A Removal of Culverts - Culverts removed shall become the property of the Contractor and removed from 20301B Government Land. The Contractor shall provide written proof that the culverts were disposed of at a 20301C certified recycling business or stored at the Contractor's storage yard for personal use.

3. 20301D Removal of Log - Logs removed shall be cut into lengths 30' or 40' and decked on the adjacent fillslope beyond the roadway in a safe and stable manner.

4. 20301E Removal of Existing Road Closure Device - This work includes removal of the existing closure device on Road #1130 at MP 2.40. Removal shall not be done until all work has been completed on Road #1130 or approval has been granted by the Contracting Officer that Road #1130 is safe for public travel.

The 4 concrete ecology blocks and the steel road barrier sign frame shall be hauled to the Storage Yard on Road #1100015 and placed in a location approved by the Contracting Officer. The cable, chain, and all old damaged signs shall become the property of the Contractor and removed from Government Lands.

The existing Forest Service lock shall be returned to the Contracting Officer.

5. 20304A Removal of Concrete Paved Waterway - This work includes removal of the concrete roadway structure on Road #1130 at MP 3.54. See Details Sheets 34 & 35. All the waterway material and fill shall be removed from the creek channel which is reasonably retrievable by the Contractor. The channel and banks shall be shaped to match the natural conditions. All concrete and reinforcing steel shall be broken into pieces no larger than 3' x 3' and hauled to and buried in Disposal Site on Road #1130 at MP 0.86.

The location in the Disposal Site to bury the material will be staked in advance by the Contracting Officer.

When burying the material, utilize the existing pile of sandy gravel in the Disposal Site to completely cover the old concrete and steel. The Disposal Site shall be shaped and smoothed to drain as approved by the Contracting Officer. All work associated with the removal and disposal is an indirect cost to Item 20304.

6. 20404 Unclassified Borrow, Compaction Method C, Finish Method C - This work includes 45 C.Y. to repair fillslope cavities along Road #1130 and 300 C.Y. to repair the deep scour wash on Road #1144 at MP 3.37 to 3.45. The Borrow material shall be obtained from loose rocky material generated from the Rock Quarry on Road #1130 at MP 6.00 or jobsite generated material approved by the Contracting Officer.

7. 20411 Embankment Construction, Compaction Method C, Finish Method A - This work includes 260 C.Y.

of backfill for the roadway on Road #1130 at the MP 3.54 Bridge Approaches. The material shall be obtained from suitable material generated at the jobsite approved by the Contracting Officer.

8. 20415 Unsuitable Excavation - This work includes 100 C.Y. of the side cast fillslope removal and the 1000 C.Y.

of roadway fill removal at the Morovitz Creek (9' x 7') culvert removal on Road #1144 at MP 1.16.

See the Work Summary Sheet 9 for description of work and for locations, drawings, and description of Disposal Sites.

9. 20419A Drainage Excavation, Type Roadway Ditch - Material excavated from roadway ditches and culvert 20419B inlets/outlets shall be hauled to and placed in the designated Disposal Sites.

General Notes

# ITEM NOTES

10. 20420B Drainage Excavation, Type Driveable Rolling Rocked Dip - See the Work Summary notes for locations on Road #1144. See Details Sheet 31. The Class 2 Riprap shall be obtained from the ravel wash site and road grade hump removal on Road #1144 at MP 3.33 (sorting of rock is necessary) or jobsite generated material meeting requirements approved by the Contracting Officer.

All work associated with constructing the Driveable Rolling Rocked Dip is an indirect cost to this Pay Item. The excess material generated from excavating the dip shall be hauled and placed in the designated Disposal Sites.

11. 20476 Rock Excavation, Mechanical Method - This work includes the 400 C.Y. of rock excavation at the Bridge Site on Road #1130 at MP 3.54. Excavation shall be done with the excavator and use of a mechanical rock breaker. Blasting Shall Not Be Permitted . Suitable excess material generated at the site can be utilized for other project work as approved by the Contracting Officer or hauled to and stockpiled in the Rock Quarry on Road #1130 at MP 6.00. Unsuitable material shall be hauled to and placed in the Disposal Site on Road #1130 at MP 0.86.

12. 20806 Structure Excavation, (for precast concrete bridge sills) - This includes all work associated with excavation of the sill foundations for the Bridge on Road #1130 at MP 3.54. See Details Sheet 34 & 35.

Sill placement locations and elevations for the base of the sills will be staked by the Contracting Officer prior to beginning the structural excavation. The 6" depth of crushed aggregate base to be placed under the sill is an indirect cost to this pay item.

13. 20950 Bedding Material - Culvert bedding material shall be the same material as the roadway aggregate, Item 32232. It shall be obtained from the same source or utilization of the existing conserved roadway surfacing.

14. 23050A Roadside Brushing (Normal) - This work includes brushing Road #1130 from Milepost 0.00 to 3.90, Road #1144 from MP 0.00 to 0.35, and Road #1144 from MP 3.13 to 3.67. Brushing limits and requirements are Shown on the "Typical Roadway Section" Drawing on Sheet 32.

15. 23050B Roadside Brushing (Minimal) - This work includes brushing Road #1144 from Milepost 0.35 to 3.13.

The Contractor shall only be required to brush the roadway and sides of the road to provide safe access for equipment and administrative traffic.

16. 25101A Placed Riprap - The Class 4 & 7 Riprap rock shall be obtained from the Rock Quarry on Road #1130 25101B at Milepost 6.00 or job site generated material on Road #1130 approved by the Contracting Officer.

All work associated with source development, obtaining, and placing the riprap is incidental to the riprap pay items. Sorting of riprap will be necessary in the Rock Quarry and for jobsite generated material.

17. 30322 Reconditioning of Roadbed, Compaction Method A - See "Typical Roadway Section" Drawing Sheet 32 for details and notes. This work includes: grading the roadway, cleaning & grading all ditches and lead-off ditches, and cleaning all culvert inlets and outlets, unless otherwise specified as a separate pay item.

Scarification of the roadbed shall not be required.

General Notes

# ITEM NOTES

18. 32232 Haul and Place Stockpiled Aggregate (Government Source) - The roadway aggregate shall be obtained from the existing stockpiled material located on Road #1127 at MP 0.90.

Compaction A is required (with hauling equipment).

Note: Driveable rolling rocked dips have been installed on Road # 1124 and #1127.

The Contractor may elect to smooth out some of the driveable rolling rocked dips to better accommodate haul. If done, the Contractor shall be responsible to reconstruct the dips to the original condition at no expense to the Government.

There is a year-round Road Closure Gate on Road #1124 at MP 0.34. A Forest Service key will be provided to the Contractor for use during haul. The gate must be closed or guarded at all times by the Contractor to prevent public vehicle access beyond the gate.

Expect blow down trees across Road #1124 & #1127 for accessing the aggregate stockpile site due to snow and wind storms. The Contractor shall be responsible for logging out these roads for access as an indirect cost to Item 32232.

19. 57190 Government Furnished Pre-fabricated Bridge Superstructure - Transport And Install - This work includes loading, hauling, erecting, and placing the Government furnished 70' long bridge, sills, backwalls, and bearing pads for the site on Road #1130 at MP 3.54. See Bridge Site Details Sheets 34 & 35.

The bridge (and associated parts) will be delivered to the site by the Manufacturer (delivery date to be coordinated with the Manufacturer) and it shall be unloaded by the Contractor. Each bridge half weighs approximately 34,600 lbs. as delivered.

20. 60209 Pipe Elbow, Turner Type - See the Drainage Construction Details, Sheet 30 of the Plans, for cutting and assembly details. Elbows for 18", 24", and 36" Pipe shall be considered an equal Unit Cost.

21. 60273 Anchor Assembly - See the Drainage Construction Details, Sheet 30 of the Plans, for materials and description. Anchors for 18" and 24" Pipe shall be considered an equal Unit Cost.

22. 60274A 18, 24, & 36-Inch Full-Circle Outlet Pipe - Pipe sections are Government furnished and located on 60274B Road #1100-015 MP 0.25.

23. 60275A 18, 24, 36, & 48-Inch Polyethylene Pipe With Smooth Wall Interior And Annular Exterior - 60275B Pipe sections are Government furnished and located on Road #1100-015 MP 0.25.

60275C See Item 20950 for Bedding material.

60275D Backfilling shall be placed in lifts not to exceed 12" depth. Compaction Method B is required (mechanical compactor). The culvert inlet ends shall be bevel cut to match the roadway fill or ditch slope. Bevel cutting is an indirect cost to the culvert installation. Any material encountered unsuitable for backfilling shall be hauled to the Disposal Site and shall be considered an indirect cost to the culvert installation.

If additional borrow material is needed for backfilling, it can be suitable jobsite generated material approved by the Contracting Officer. Culvert material certifications and delivery invoices shall be submitted to the Contracting Officer.

24. 62201A Equipment Rental (Excavator, Large Dump Truck, & Small Tractor Crawler) - 62201B When ordered, this work shall be directed by the Contracting Officer. Equipment Rental may be 62201C used for miscellaneous needed drainage work at various locations located within the project area which has not been identified on the drawings.

General Notes

# ITEM NOTES

25. 63390A Install Object Marker Sign For Bridge (includes posts) - This work includes furnishing and installing the

Object Marker warning signs and posts on the 4 corners of the new Bridge on Road #1130 at MP 3.54.

The Object Markers shall meet MUTCD requirements, OM-3L & OM-3R (12" x 36"), black & yellow stripes, and mounted on a 4" x 4" x 8' long pressure treated wood post. Attach signs to posts with vandal proof bolts, nuts, & washers. The bottom of sign shall be 3' above the bridge deck and inside edge of the sign shall match the inside edge of the bridge curb.

26. 63390B Install "One Lane Bridge" Sign (includes posts) - This work includes furnishing and installing 2 signs along the Roadway 500' prior to the new Bridge on Road #1130 at MP 3.54 from both directions.

The Signs shall meet MUTCD requirements, W5-3 (36" x 36"), yellow with black letters, and mounted on a 4" x 4" x 12' long pressure treated wood post. Attach signs to posts with vandal proof bolts, nuts, & washers. The bottom of sign shall be 6' above the surface of the roadway.

The locations of the signs will be staked be the Contracting Officer.

27. 65002 Road Closure Device, Type Earth Mound & Barrier Rocks - This work includes constructing the 2 Road Closure earth mounds and barrier rocks on Road #1144 at MP 0.36 and MP 3.13. See Details Sheet 37.

The Closure Device shall not be installed until all other work on Road #1144 has been completed from MP 0.35 to 3.14 and acceptance has been granted by the Contracting Officer.

28. Conservation of existing road surfacing - The Contractor shall conserve the existing road surfacing base at all work sites. Prior to excavating the existing roadbed, the Contractor shall remove the suitable material and stockpile it.

It can then be utilized for bedding material of culverts and for some of the roadway base course. This work is incidental to all other site work.

29. Traffic Control & Signing - A Traffic Control Plan shall be submitted to the Contracting Officer 7 days prior to

30. Protection of Milepost or Station Markers - The Contractor shall be responsible to protect and maintain the existing location markers or stakes established along the length of the road by the Forest Service. Before commencing work at a specific location, the Contractor shall offset the marker or reestablish it if it is destroyed. If the marker can not

31. Site Dewatering - Culvert installations, and backfilling shall be done with no flowing water within the excavation limits. Water shall be remove by a sump pump and hose or by ditching as approved by the Contracting Officer.

32.

commencing work. See Public Traffic Supplemental Specification Section 156 for requirements.

This work is incidental to Item 15101.

Cleaning of Equipment - This work is incidental to Mobilization. See Supplemental Specification 15101 and the H-Clause of the Contract for "Control of Noxious Weeds and Cleaning Equipment".

be found prior to beginning work, the Contracting Officer shall be responsible to re-establish it.

MILE POST PAY ITEM DESCRIPTION OF WORK

ESTIMATED

QUANTITY

0.00 BEGIN PROJECT AT INTERSECTION OF ROAD #11 (BAKER LAKE ROAD) AT MP

18 AND ROAD #1130 (MARTIN LAKE ROAD).

23050A BEGIN ROADSIDE BRUSHING (NORMAL) 3.90 MILES

30322 BEGIN ROAD RECONDITIONING OF EXISTING ROADBED, COMPACTION METHOD A 3.90 MILES

0.05 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 80 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.13 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 90 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.17 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 2% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

20419B CONSTRUCT CULVERT OUTLET DITCH 20 FT

0.23 60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 5% GRADE 46 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.27 60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 20 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

0.35 60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 20 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

0.39 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

REMOVE 3 FT PIECE OF OLD PIPE 20 FT DOWNSTREAM (INDIRECT COST TO

CULVERT REMOVAL)

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 34 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

WORK SUMMARY

ROAD 1130

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

0.42 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 90 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.48 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.52 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275D INSTALL 48-INCH CULVERT, SKEW 90 DEG. @ 8% GRADE 60 FT

20950 PLACE CULVERT BEDDING MATERIAL 8 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 12 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

0.59 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.65 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.70 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

0.76 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.79 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

0.86 DISPOSAL SITE AND WASTE AREA ROAD ON RIGHT

SITE FOR EXCESS, UNSUITABLE EXCAVATION, CONCRETE AND REINFORCED

STEEL REMOVED FROM PAVED WATERWAY ON ROAD #1130 MP 3.54 (SEE

GENERAL NOTES)

0.96 EXISTING 60-INCH CULVERT

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

1.00 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 6% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

RE-INSTALL MILE POST MARKER LAYING DOWN FILL SLOPE (INDIRECT COST TO

MOBILIZATION)

1.03 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 10% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.06 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.11 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 6% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 12 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

1.20 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 7% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

RE-INSTALL MILE POST MARKER LAYING DOWN FILL SLOPE (INDIRECT COST TO

MOBILIZATION)

REMOVE APPX. 10 CY OF DEBRIS AT THE OUTLET END AND SCATTER UNIFORMLY

DOWN SLOPE AND OUTSIDE OF STREAM FLOW AREA (INDIRECT COST TO

CULVERT REMOVAL)

1.26 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.30 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

1.36 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.44 60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.48 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 90 DEG. @ 10% GRADE 50 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

1.50 JUNCTION WITH ROAD #1131 (BOULDER CREEK ROAD) LEFT

1.55 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 70 DEG. @ 8% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

1.58 60275A INSTALL 18-INCH CULVERT, SKEW 85 DEG. @ 5% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.61 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 80 DEG. @ 10% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.64 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 80 DEG. @ 12% GRADE 50 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.68 EXISTING 60-INCH CULVERT

1.74 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 70 DEG. @ 8% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.78 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

1.81 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 5% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

1.88 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 50 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

1.98 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 70 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

2.04 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 90 DEG. @ 5% GRADE 34 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.11 60275B INSTALL 24-INCH CULVERT, SKEW 70 DEG. @ 5% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.15 PARK CREEK BRIDGE

2.28 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 70 DEG. @ 6% GRADE 34 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.38 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 70 DEG. @ 2% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.40 TEMPORARY ROAD CLOSURE DEVICE (CABLE GATE) WITH ECOLOGY BLOCKS,

CABLE, AND SIGNS, WITH FOREST SERVICE LOCK

CONTRACTOR SHALL PROVIDE A PERSONAL LOCK IN CONJUNCTION WITH

FOREST SERVICE LOCK. THE CONTRACTOR SHALL KEEP THE CLOSURE IN EFFECT

AT ALL TIMES TO PREVENT PUBLIC ACCESS

20301E REMOVE EXISTING ROAD CLOSURE DEVICE UPON COMPLETION OF ALL WORK

ITEMS ON ROAD #1130

1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

2.41 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 2% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.48 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 8% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.54 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 8% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.59 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 10% GRADE 34 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.61 60275B INSTALL 24-INCH CULVERT, SKEW 120 DEG. @ 5% GRADE 44 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

20419B CONSTRUCT CULVERT OUTLET DITCH 30 FT

2.65 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 90 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

20404 PLACE ROCKY BORROW EXCAVATION TO FILL IN CAVITY IN THE FILL SLOPE 20 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

2.66 20301A REMOVE EXISTING 36-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 100 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

2.73 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 10% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

2.77 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

2.83 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 100 DEG. @ 15% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

2.86 20301D REMOVE LARGE 48-INCH DIAMETER BY 80 FT LOG NOSED INTO DITCH AND

EXTENDED UP THE CUT BANK. CUT LOG INTO 40 FT LENGTHS AND PLACE IN A

STABLE POSITION ALONG THE FILL SLOPE BEYOND THE ROADWAY

1 EACH

2.93 20301A REMOVE EXISTING 36-INCH CULVERT 1 EACH

60275D INSTALL 48-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 8 CY

20404 PLACE ROCKY BORROW EXCAVATION TO FILL IN CAVITY IN THE FILL SLOPE 10 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 12 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

3.00 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

20301D REMOVE LARGE 24-INCH DIAMETER BY 80 FT LOG NOSED INTO DITCH AND

EXTENDED UP THE CUT BANK. CUT LOG INTO 40 FT LENGTHS AND PLACE IN A

STABLE POSITION ALONG THE FILL SLOPE BEYOND THE ROADWAY

1 EACH

3.04 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.12 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 15% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

20404 PLACE ROCKY BORROW EXCAVATION TO FILL IN CAVITY IN THE FILL SLOPE 15 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.16 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 10% GRADE 34 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.18 20419A RECONSTRUCT ROAD DITCH AHEAD 50 FT

REMOVE APPX. 10 CY OF CUT BANK RAVEL AND PLACE ON THE ROADWAY FOR

SURFACING (INDIRECT TO RECONDITIONING OF ROADBED)

3.22 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 10% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

3.25 32232 PLACE CRUSHED AGGREGATE SURFACE ROCK TO COVER COBBLES IN THE

ROADBED (MP 3.25 TO 3.27)

20 CY

3.26 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

3.29 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

60274B INSTALL 24-INCH OUTLET PIPE 10 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

32232 PLACE CRUSHED AGGREGATE SURFACE ROCK TO COVER COBBLES IN THE

ROADBED (MP 3.29 TO 3.31)

20 CY

3.33 BIG GRAVEL AND ROCK WASH SITE. ROCK SOURCE FOR RIPRAP AND BORROW

MATERIAL (MP 3.33 TO 3.35)

REMOVE THE GRADE HUMP IN THE ROADWAY AND RESTORE TO ORIGINAL

ROADWAY AND GRADE (INDIRECT COST TO RIPRAP AND BORROW PAY ITEMS)

32232 PLACE CRUSHED AGGREGATE SURFACE ROCK REPLACEMENT (MP 3.33 TO 3.35) 20 CY

20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 90 DEG. @ 10% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

3.34 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 100 DEG. @ 7% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

3.37 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 100 DEG. @ 12% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

3.42 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.47 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 120 DEG. @ 10% GRADE 46 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274B INSTALL 24-INCH OUTLET PIPE 20 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

3.52 60275A INSTALL 18-INCH CULVERT, SKEW 110 DEG. @ 12% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 10 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

3.54 EXISTING CONCRETE PAVED WATERWAY WITH 48-INCH CULVERT

REMOVE THE EXISTING STRUCTURE AND INSTALL A GOVERNMENT FURNISHED

PREFABRICATED BRIDGE (SEE PERCEIVED DETAIL SHEETS 33 & 34 AND GENERAL

NOTES)

20304 REMOVE THE EXISTING CONCRETE ROADWAY AND SPILLWAY LUMP SUM

20301B REMOVE EXISTING 48-INCH CULVERT 1 EACH

20476 ROCK EXCAVATION, MECHANICAL METHOD 400 CY

20806 STRUCTURAL EXCAVATION (FOR PRECAST CONCRETE BRIDGE SILLS) LUMP SUM

57190 INSTALL GOVERNMENT FURNISHED PREFABRICATED BRIDGE SUPERSTRUCTURE LUMP SUM

20411 EMBANKMENT CONSTRUCTION (FOR BRIDGE APPROACHES) 250 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACING APPROACHES 60 CY

63390A INSTALL TYPE 3 OBJECT MARKERS FOR BRIDGE (INCLUDES POSTS) 4 EACH

63390B INSTALL "ONE LANE BRIDGE" SIGN (INCLUDES POST) 2 EACH

3.58 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 10 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

3.62 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 10 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

3.65 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.70 60275A INSTALL 18-INCH CULVERT, SKEW 100 DEG. @ 5% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

60274A INSTALL 18-INCH OUTLET PIPE 10 FT

60209 INSTALL PIPE ELBOW 1 EACH

60273 INSTALL ANCHOR ASSEMBLY 1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1130

3.75 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.80 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 90 DEG. @ 10% GRADE 36 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.81 FILL 1 FT DIAMETER HOLE IN ROAD ON RIGHT EDGE OF THE ROADWAY

(INDIRECT COST TO ITEM 30322)

3.88 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275A INSTALL 18-INCH CULVERT, SKEW 90 DEG. @ 15% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 3 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 3 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.90 END OF PROJECT

23050A END ROADSIDE BRUSHING (NORMAL) 3.90 MILES

30322 END ROAD RECONDITIONING OF EXISTING ROADBED, COMPACTION METHOD A 3.90 MILES

JUNCTION WITH MOROVITZ ROAD #1144 RIGHT

ESTIMATED

QUANTITY

0.00 BEGIN PROJECT AT INTERSECTION OF ROAD #11 (BAKER LAKE ROAD) AT MP

20.1 AND ROAD #1144 (MOROVITZ ROAD).

23050A BEGIN ROADSIDE BRUSHING (NORMAL) 0.35 MILES

30322 BEGIN ROAD RECONDITIONING OF EXISTING ROADBED, COMPACTION METHOD A 0.35 MILES

0.09 JUNCTION OF PARK CREEK CAMPGROUND ENTRANCE ROAD TO LEFT

0.34 JUNCTION OF PARK CREEK CAMPGROUND EXIT ROAD TO LEFT

0.35 23050A END ROADSIDE BRUSHING (NORMAL) 0.35 MILES

30322 END ROAD RECONDITIONING 0.35 MILES

BEGIN ROAD TREATEMENT WORK

23050B BEGIN ROADSIDE BRUSHING (MINIMAL) 2.78 MILES

0.36 65002 CONSTRUCT AND INSTALL ROAD CLOSURE DEVICE AT LOCATION AS STAKED BY

THE CONTRACTING OFFICER UPON COMPLETION OF THE ROAD TREATMENT

WORK FROM MP 0.36 TO 3.13

1 EACH

0.52 SPUR ROAD LEFT

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

0.68 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

20419B CONSTRUCT LEAD-OFF DITCH LEFT 60 FT

0.69 EXISTING ATV TRAIL LEFT

BLOCK TRAIL WITH BRUSH AND WOODY DEBRIS (INDIRECT COST TO

MOBILIZATION)

0.75 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

0.80 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

0.87 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

0.88 SPUR ROAD RIGHT TO THE OLD MOROVITZ RANCH SITE

0.92 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

20419B CONSTRUCT LEAD-OFF DITCH LEFT 30 FT

0.98 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

20419B CONSTRUCT LEAD-OFF DITCH RIGHT 10 FT

1.02 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.07 20301A REMOVE EXISTING 24-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

WORK SUMMARY

ROAD 1144

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1144

1.08 20415 BEGIN UNSUITABLE EXCAVATION 100 CY

REMOVE SIDECAST FILLSLOPE MATERIAL FOR 150 FT AS STAKED BY THE

CONTRACTING OFFICER

HAUL THE EXCAVATED MATERIAL TO THE DESIGNATED DISPOSAL SITE ON ROAD

#1140 AT MP 0.80 AND ON THE OLD SPUR ON ROAD #1144 AT MP 1.56

1.10 20415 END UNSUITABLE EXCAVATION

1.16 MOROVITZ CREEK CULVERT REMOVAL SITE

20415 UNSUITABLE EXCAVATION. REMOVE EXISTING ROADWAY FILL AS STAKED BY

THE CONTRACTING OFFICER AND PERFORM WORK IN THE FOLLOWING

SEQUENCE. REMOVE, CONSERVE AND STOCKPILE ALL THE EXISTING

VEGETATION (TREES, BRUSH, FERNS, AND NATIVE TURF) AT THE SITE WHICH

REQUIRES REMOVAL

1000 CY

20301C REMOVE EXISTING 84" X 108" X 70' CULVERT 1 EACH

SHAPE THE EXCAVATED AREA OF THE STREAM CHANNEL TO MATCH THE

NATURAL STREAM GRADIENT. SMOOTH AND SHAPE THE SURROUNDING GROUND

TO BLEND TO THE NATURAL SLOPE OF THE EXISTING UPSTREAM AND

DOWNSTREAM BANKS

PLACE THE CONSERVED (STOCKPILED) VEGETATION UNIFORMLY ON BOTH SIDES

OF THE DISTURBED STREAM BANK AREAS

ALL WORK AT THIS SITE IS AN INDIRECT COST TO ITEM 20415 AND ITEM 20301C

1.19 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.22 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.28 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN TO LEFT AND

RIGHT)

1 EACH

1.34 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.40 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.41 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.48 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.49 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.52 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

1.54 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1144

1.56 SWITCHBACK LEFT AND OLD SPUR ROAD RIGHT

DISPOSAL SITE FOR UNSUITABLE EXCAVATION

THIS SPUR ROAD WILL NEED TO BE OPENED UP (BRUSH REMOVED) FOR SEVERAL

HUNDRED FEET TO PROVIDE ACCESS FOR END DUMPING AND SPREADING

MATERIAL (INDIRECT COST TO ITEM 20415)

20419B CONSTRUCT LEAD-OFF DITCH ACROSS THE OLD SPUR ROAD AT THE JUNCTION

OF ROAD #1144 FOR DITCH DRAINAGE UPON COMPLETION OF UTILIZING THE

DISPOSAL SITE SPUR ROAD

40 FT

1.63 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.66 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.70 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.77 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.79 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.84 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

1.88 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

2.03 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

20419B CONSTRUCT LEAD-OFF DITCH LEFT 30 FT

2.18 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

20419B CONSTRUCT LEAD-OFF DITCH LEFT 20 FT

2.19 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

2.20 PRIMITIVE CAMPSITE AREA ON RIGHT

CAN BE UTILIZED AS A DISPOSAL AREA FOR ABOUT 100 CY

2.22 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON LEFT) 1 EACH

2.24 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

AN OLD LOG PUNCHEON CULVERT MAY BE BURIED IN THE ROADWAY AND WILL

NEED TO BE REMOVED. IF FOUND, THE WOODY DEBRIS SHALL BE SCATTERED

BEYOND THE ROADWAY (INDIRECT COST TO ITEM 20420B)

2.31 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.34 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.38 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.41 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1144

2.48 SWITCHBACK LEFT AND OLD SPUR ROAD RIGHT

20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.52 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.57 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.62 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.65 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.66 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.72 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.77 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.81 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.86 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.89 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.91 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

2.92 SWIFT CREEK TRAILHEAD RIGHT

2.95 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

3.00 20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

3.02 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

3.05 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

20420B INSTALL DRIVEABLE ROLLING ROCKED DIP (SHAPE TO DRAIN ON RIGHT) 1 EACH

3.12 20301A REMOVE EXISTING 15-INCH CULVERT 1 EACH

ESTIMATED

QUANTITY

WORK SUMMARY

ROAD 1144

3.13 END ROAD TREATMENT WORK

650002 CONSTRUCT AND INSTALL ROAD CLOSURE DEVICE AT LOCATION AS STAKED BY

THE CONTRACTING OFFICER UPON COMPLETION OF THE ROAD TREATMENT

WORK FROM MP 0.36 TO 3.13

1 EACH

23050B END ROADSIDE BRUSHING (MINIMAL) 2.78 MILES

END ROAD TREATMENT WORK

BEGIN DRAINAGE IMPROVEMENTS

23050A BEGIN ROADSIDE BRUSHING (NORMAL) 0.54 MILES

30322 BEGIN ROAD RECONDITIONING OF EXISTING ROADBED, COMPACTION METHOD A 0.54 MILES

3.14 MT. BAKER HOT SPRINGS TRAIL PARKING AREA

3.15 EXISTING ROAD CLOSURE BERM AND TRENCH--REMOVE AND RESHAPE ROADWAY

(INDIRECT COST TO ITEM 30322)

20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.28 20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275C INSTALL 36-INCH CULVERT, SKEW 105 DEG. @ 15% GRADE 40 FT

20950 PLACE CULVERT BEDDING MATERIAL 5 CY

25101B PLACE CLASS 7 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 9 CY

25101B PLACE CLASS 7 RIPRAP FOR REPAIRING FILLSOPE CAVITY 30 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 10 CY

3.37 BEGIN SWITCHBACK LEFT

BEGIN ROAD SCOUR DAMAGE REPAIR SITE WORK (ERFO REPAIR)

SEE ROAD SCOUR DAMAGE REPAIR DETAIL SHEET 32

25101B PLACE CLASS 7 RIPRAP FOR REPAIRING FILLSOPE WASH OUT CAVITY 30 CY

20404 PLACE ROCKY BORROW EXCAVATION TO FILL IN ROADWAY SCOUR TRENCH FOR

400 FT AHEAD

300 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 90 CY

3.39 OLD SWIFT CREEK TRAILHEAD PARKING AREA ON RIGHT

3.41 60275B INSTALL 24-INCH CULVERT, SKEW 80 DEG. @ 8% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.45 END OF ROAD SCOUR DAMAGE REPAIR SITE WORK

20301A REMOVE EXISTING 18-INCH CULVERT 1 EACH

60275B INSTALL 24-INCH CULVERT, SKEW 110 DEG. @ 8% GRADE 30 FT

20950 PLACE CULVERT BEDDING MATERIAL 4 CY

25101A PLACE CLASS 4 RIPRAP FOR CULVERT INLET HEADWALL & OUTLET APRON 5 CY

32232 PLACE CRUSHED AGGREGATE FOR SURFACE ROCK REPLACEMENT 5 CY

3.47 60275B INSTALL 24-INCH…