Exhibit 3 Project Drawings.pdf

6200000 6200270 Elk Ridge

6200271 Palmer Flat

6214000 Hoodoo

6217000 Cross

Canyon

6219000 Elbow Creek

6222000 Squaw Creek Comments/Construction Notes

ITEM DESCRIPTION UNIT OF

MEASURE REVISION MILEPOST

(MILES)--> 10.7 0.8 2.3 5.1 2.8 4.9 7.8

15101 Mobilization Lump Sum 2005 All 0 0 0 0 0 0 - Section 171 Weed & Disease Prevention requirement is incidental to Mobilization.

15707 Bales, Weed-free straw (GFM) Each 2005 0 0 0 0 0 0 14 14 Weed-free straw bales are Government furnished material. All other material is Contractor furnished. All installation Contractor responsibility.

20102 Clearing & Grubbing, Disposal Method J Lump Sum 2005 0 0 0 0 0 0 ALL - Rd 6222 Turnarounds MP 7.47 & MP 7.60; Disposal Method J -haul to designated Waste Site(s)

20204 Special Clearing & Grubbing, ROADSIDE BRUSHING Mile 2005 0 0.8 2.3 5.1 2.8 4.9 7.8 23.7 See Standard Brushing Typical, Sheet 5.

20207 Removal of Individual trees, Disposal of tops & limbs F; logs F; stumps N/A Each 2010 25 5 10 15 10 15 30 110 Marked hazard trees

20301A Removal METAL CULVERTS Each 2005 0 2 5 0 0 0 1 8 Removed culvert(s) become property of contractor and shall be legally removed from Government Land.

20301B Removal CATTLEGUARD Each 2005 1 0 0 0 0 0 - 1

Disposal: Salvage and haul removed CATTLEGUARD deck to Umatilla NF's Pendleton Warehouse at 1411 SE Byers; existing treated wood deck and metal wings becomes property of contractor and shall be legally removed from Government Land.

20452 Roadway excavation, compaction method n/a, finishing method B Lump Sum 2005 0 0 0 0 0 0 ALL - Rd 6222 MP 5.75-6.05 In-stream work segment & MP 7.47 &

MP 7.60 Turnarounds.

20420 Drainage excavation, type DRAIN DIP Each 2005 0 2 5 15 3 0 30 55 Excavated material to be hauled to designated Disposal Site(s)

25104 Keyed Riprap, class 3 Cubic Yard 2009 0 0 0 0 0 0 140 140 Splash aprons for identified Drain Dips Rd 6222 MP 5.75-6.05 In-stream work segment

30322 Roadway Reconditioning, Compaction B Mile 2005 10.7 0.8 2.3 5.1 2.8 4.9 7.8 34.4 Reconditioning of existing roadbed, shoulders and ditches. No separate payment for ditch and shoulder reconditioning.

Unsuitable ditch material shall be hauled to Disposal Site(s).

PROJECT ROAD NUMBERS -->

Sheet 3 of 19WALLA WALLA RANGER DISTRICT

FP03 - US CUSTOMARY UNITS

Pay Item Totals

Umatilla NF Deferred Road Maintenance Project

ESTIMATE OF QUANTITIES

UMATILLA NATIONAL FOREST

6200000 6200270 Elk Ridge

6200271 Palmer Flat

6214000 Hoodoo

6217000 Cross

Canyon

6219000 Elbow Creek

6222000 Squaw Creek Comments/Construction Notes

ITEM DESCRIPTION UNIT OF

MEASURE REVISION MILEPOST

(MILES) 10.7 0.8 2.3 5.1 2.8 4.9 7.8

30358 Recondition, CATTLEGUARD Each 2005 0 0 0 1 0 0 1 2

Recondition existing cattleguards: clean out and reestablish drainage lead out ditch; Provide and install new wings; Install new hazard markers. Hazard Markers are Government- Furnished Material.

32001A Crush & stockpile, grading S Ton 2005 13000 0 0 0 0 0 0 13000 Crush & Stockpile additional quantities of Grading S. (Note:

this material will be hauled and placed as Option 1 IF option exercised)

32209 Aggregate surface course, grading S, compaction method H Ton 2005 23,000 0 0 0 0 0 0 23000 4" compacted depth

32226 Grid Roll Aggregate, maximum size 8", compaction method I Cubic Yard 2006 50 100 250 795 150 75 2085 3505 For subgrade treatment of Drain Dips and road stabilization

61910 Replace, CATTLEGUARD Each 2005 1 0 0 0 0 0 0 1 Install in existing site. Provide commercially available precast concrete base; 16' deck, wings; H25/HS25 loading. Install Hazard Markers (GFM)

65101 Pit and Quarry Development Lump Sum 2005 ALL 0 0 0 0 0 0 - Bear Creek Material Source

6200000 Stockpile Comments/Construction Notes

ITEM DESCRIPTION UNIT OF

MEASURE REVISION MILEPOST

(MILES) 10.7

32233 Option 1

Haul & Place Stockpiled Aggregate, Compaction H. Ton 2005 13000 13000 Option 1: To haul & place an additional 2" of Grading S on Rd

62.

32001B Option 2

Stockpiled aggregate, subsection SURFACE COURSE, grading S Ton 2005 15000 15000

Option 2: To Crush & Stockpile additional quantities of Grading S: up to 15000 tons. Quantity to be determined if option exercised.

Pay Item Totals

UMATILLA NATIONAL FOREST

Sheet 4 of 19WALLA WALLA RANGER DISTRICT

FP03 - US CUSTOMARY UNITS

PROJECT ROAD NUMBERS -->

Sheet 4 of 19WALLA WALLA RANGER DISTRICT

FP03 - US CUSTOMARY UNITS

OPTION(S)Pa y Item Totals

ESTIMATE OF QUANTITIES

Umatilla NF Deferred Road Maintenance Project

ESTIMATE OF QUANTITIES - OPTIONS

Umatilla NF Deferred Road Maintenance Project

PROJECT ROAD NUMBERS -->

UMATILLA NATIONAL FOREST

ROADS SHEET

NUMBER

TOTAL

SHEETS

ALL 5 19

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A

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D

W A

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W

ID

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FEET

M

M in be yo nd sh ou ld er

See Note 6 below

W (Base)

W1 (Sub grade) R D H WT TL K L S F Base =

C1 Surface =

C2 Base =

C1 Surface =

C2 B B1

6200000 8.90 19.60 NA 0.00 0.00 c EX EX EX NA EX EX 10 25 − − − 14 − S − 4.00 1:3 1:3

6200270 0.00 0.80 * 0.00 0.00 D EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6200271 0.00 2.30 * 0.00 0.00 D EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6214000 0.00 5.10 * 0.00 0.00 C EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6217000 0.00 2.80 * 0.00 0.00 C EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6219000 0.00 4.90 * 0.00 0.00 D EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6222000 0.00 5.75 * 0.00 0.00 C EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6222000 5.75 6.05 6.00 0.00 0.00 C EX EX EX NA EX EX 10 25 − − − 12 − − − − 1:3 1:3

6222000 6.05 7.80 * 0.00 0.00 C EX EX EX NA EX EX 10 25 60 25 14 12 − − − − 1:3 1:3

* See Sheet 6 Road Structure & Brushing Typicals

TU

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Watering shall be incidental to all applicable pay items. Bear Creek Water source use shall cease when flows are 5 ccf or less.

FEET FEET FEET FEET

Construction Tolerances apply to work done under Section 204.

Transition distance for aggregate depth at beginning and end of project or segment shall be 20 feet.

CONSTRUCTION NOTES:

Road Structure Details above references Sheet 5, ROAD STRUCTURE & BRUSHING TYPICALS. Mileages and/or Stations as shown on Plans, or identified on Worklists are approximate. Turnout mileposts, when identified on Worklists, indicate mid-point of turnout. Unless otherwise noted on worklists, Turnout width and transition length listed on Road Structure Details above.

Item 30322 Reconditioning of Project roads includes reconditioning the full width of existing roadway including turnouts and tapers, viewpoints, turnarounds, shoulders, and existing ditches. Ditch reconditioning includes removal and haul of unsuitable material to Disposal sites. Transition distance between varying Traveled Way widths shall be MINIMUM of 25 feet.

Ditch dimensions (D & H) in table above apply to existing ditches on project roads. Not all roads are ditched and some roads have ditched segments on both sides of road.

Curve widening, where existing, or specified, shall be added to inside of curve. Curve widening shall be surfaced to the same depth as the traveled way.

Regarding Road Reconditioning: Template changes requiring reworking of existing sub grade will be identified in Road Structure Details and in Worklists

ROAD STRUCTURE DETAILS

for Umatilla NF Deferred Road Maintenance Project

S

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P E

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STATION TO

STATION (Mile

Post)

BEYOND SLOPE

STAKE

X Y

Placement of aggregate shall be down existing Centerline for control. Turnouts (constructed and existing) shall be rocked to same depth as Traveled Way; Tapers and width of existing turnouts shall be as stated in Road Structure Details above. Length of turnouts shall be as exists on the ground, or identified on Worklists. Turnout stationing on worklists generally indicates midpoint of turnout.

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Sheet 9 of 19

Updated 2/22/2010

ROAD 6200000 LOOKINGGLASS - TROY

MILEPOST

WORK OR DESCRIPTION

0.00 Junction with Rd 63 LookingGlass Road

Project begins MP 8.90

8.90 Junction left, Rd 6200390

Begin Project Begin Fall & Leave of Marked Danger Trees Begin Roadway Reconditioning. including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening

Begin Placement of Crushed Aggregate, Grading S, 4 inches compacted depth, Compaction H

Note: Turnout MilePosts are not listed on work list - Estimate 0.23 lineal miles of turnout and taper length per mile.

Water Source left, Rd 6300390 Rock Pit

9.18 Spur junction right.

9.82 Overlook Pullout right with large boulders on edge: Rock 25 ft wide x 30 ft. long pullout with 25 ft tapers into and out of Overlook.

9.94 Junction left – gated road

10.00 View Point right with large boulders on edge: Rock Viewpoint minimum 25 ft x 30 ft.

10.3 Junction left, Rd 6413

10.75 Junction left, Rd 6200350 (blocked with a cull deck)

11.1 Washed ditch line right

Turnout right, 200 ft Begin armoring of ditch line with Grid rolled Aggregate, 8” minus

11.15 Old landing left with spur access

End ditch armoring

Sheet 10 of 19

11.2 Junction right, Rd 6200340; access to designated Material Source and Disposal Site

Place and compact 100 ft x 14 ft x 0.33 ft Crushed Aggregate apron on Rd 6200340.

11.42 Bear Creek culvert; Spur road to designated Water Source right.

Note: Government shall monitor flow in Bear Creek. When flow reaches 5 ccf or less, use as water source shall end.

Place and compact estimated 200 ft x 14 ft x 0.33 ft Crushed Aggregate apron on water source access spur.

11.8 Junction left, Rd 6200330: Green gate with ATV access

12.0 Spur left, blocked with large tree: Slash disposal site

12.1 MP 12 marker ahead.

12.8 Junction right, native surface spur

13.3 Bermed spur left.

13.9 Open scab flat

Junction left, native surfaced spur.

14.0 Junction right, Rd 6222

14.2 MP 14 marker ahead

14.9 Native surfaced spur left; small existing gravel pile.

15.2 Milepost 15 marker

Large scab flat opening ahead left.

15.4 Junction left, Rd 6200270 Elk Flats

Place and compact 50 ft x 14 ft x 0.33 ft Crushed Aggregate apron on Rd 6200270.

15.95 Cattle guard:

1. Remove and salvage existing cattleguard deck:

haul to Forest Service Warehouse, 1411 SE Byers, Pendleton, OR.

Remove and legally dispose of remaining materials i.e. base, wings, and any other materials from existing cattleguard. These items become property of Contractor and shall be removed from Government Land.

2. Provide and install commercial item:

new precast concrete base, and new 16 ft x 8 ft metal cattleguard deck Deck and base shall meet H25/HS25 weight requirements.

Cattle guard deck shall be yellow.

Final elevation of new cattleguard shall match finished elevation after placement of Grading S crushed aggregate.

Install Government-furnished Hazard Markers.

16.0 Junction left, native spur

16.6 Dispersed campsite ahead and left: rock 10 ft x 25 ft. x 0.33 ft apron.

17.25 Junction right, road closed by Guardrail Barricade

17.6 Junction right, Rd 6219

Place and compact 50 ft x 14 ft x 0.33 ft Crushed Aggregate apron on Rd 6219

17.65 Junction right, native surfaced spur

17.9 Junction right, Rd 6200220

18.4 Sign left: “Big Hole”

18.7 Scab flat ahead

19.3 Junction right, native surfaced spur.

19.58 Junction left, Road 6217

Place and compact 50 ft x 14 ft x 0.33 ft Crushed Aggregate apron on Rd 6217.

Turnout right, 200 ft.

19.6 End of turnout right Junction Road 6217.

End Fall/leave of Marked Danger Trees End Reconditioning End Placement of Crushed Aggregate End Project

Sheet 11 of 19

Roads 6200270 & 6200271

ROAD 6200270

0.00 Junction with Rd 62 at MP 15.4

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 2; See Sheet 5 Road Structure & Brushing Typicals Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening

0.1 Turnout right, 50 ft

0.15 Existing 15” x 36 ft culvert

Remove culvert & legally dispose of off Government land Construct and rock, Drain Dip

0.19 Stock Gate

0.27 Turnout right, 50 ft

0.30 Existing 15” x 36 ft culvert

0.42 Turnout right, 50 ft

0.5

Junction right, Rd 6200271

0.59 Turnout right, 50 ft

0.70 Turnout right, 50 ft

0.8 Junction right, Upper loop of Rd 6200071

Split turnout, 50 ft full width with 50 ft tapers.

End Fall/leave of Marked Danger Trees End Brushing End Road Reconditioning

Sheet 12 of 19

ROAD 6200271

0.00 Junction with Rd 6200270 at MP 0.5

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 2; See Sheet 5 Road Structure & Brushing Typicals Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening

0.11 Turnout right, 50 ft

0.19 Existing 15” x 24 ft culvert

0.25 Turnout right, 50 ft

0.36 Existing 15” x 24 ft culvert

0.39 Turnout right, 50 ft

0.51 Turnout right, 50 ft

0.57 Existing 15” x 24 ft culvert

0.64 Turnout right, 50 ft

0.76 Existing 15” x 24 ft culvert

0.78 Turnout right, 50 ft

0.90 Turnout right, 50 ft

1.3 Turnout right, 50 ft

1.4 Turnout right, 50 ft

1.6 Turnout right, 50 ft

1.7 Turnout right, 50 ft

1.8 Turnout right, 50 ft

1.9 Turnout right, 50 ft

2.0 Turnout right, 50 ft

2.1 Turnout right, 50 ft

2.17 Existing 15” x 24 ft culvert

2.3 Junction with Rd 6200270 at MP 0.8

End Brushing

Sheet 13 of 19

Map: Rd 6214 Hoodoo

ROAD 6214000 Hoodoo

0.00 Junction with Rd 62 at MP

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 2; See Sheet 5 Road Structure & Brushing Typicals Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening Note: Turnout MilePosts are not listed on work list - Estimate 0.16 lineal miles of turnout length per mile.

0.05 Existing Drain Dip/waterbar: Reconstruct and rock

0.12 Construct and rock, Drain Dip

0.19 Junction left, Rd 6214020

0.28 Existing Drain Dip/waterbar: Reconstruct and rock. Extend existing Lead out ditch estimated 25 ft to drain.

0.72 Existing Drain Dip/waterbar: Reconstruct and rock

0.83 Existing 24” culvert

0.91 Construct and rock, Drain Dip; cut bank slump

1.21 Roadbed settling: Construct and rock, Drain Dip

1.26 Junction right, Rd 6214030 - Gated road

Spur left to Water Source and Disposal site.

1.34 Junction left, Rd 6214036

1.61 Native surfaced spurs left

1.64 Construct and rock, Drain Dip: Construct Lead out ditch left through berm, approx. 20 ft.

2.04 Existing Drain Dip/waterbar: Reconstruct and rock

Sheet 14 of 19

2.19 Existing Drain Dip/waterbar: Reconstruct and rock

2.20 Recondition existing cattleguard – replace wing and install hazard markers (Government-furnished material)

2.24 Existing culvert

2.34 Existing Drain Dip/waterbar: Reconstruct and rock

2.45 Existing Drain Dip/waterbar: Reconstruct and rock. Reopen and extend Lead out ditch 20 ft.

3.49 Existing Drain Dip/waterbar: Reconstruct and rock

3.84 Junction left, Rd 6214060 (Muddy low spot)

Place 100 ft x 14 ft Gridroll Aggregate apron, 8” compacted depth

4.12 Hoodoo Trailhead spur left: Trailhead spur road may be used as Disposal site; blend any material placed along existing roadbed; blade and shape and compact.

4.15 Existing Drain Dip/waterbar: Reconstruct and rock

5.1 End Road 6214

End Brushing

Maps: Rd 6217 Cross Canyon and Rd 6219 Elbow Creek

Sheet 15 of 19

ROAD 6217000 Cross Canyon

0.00 Junction with Rd 62

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 3; See Sheet 5 Road Structure & Brushing Typicals Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening Note: Mileposts of existing turnouts not identified on worklist - Estimate 0.4 lineal miles of turnout per mile.

0.22 Construct and rock, Drain Dip

0.32 Construct and rock, Drain Dip

0.67 Construct and rock, Drain Dip

0.7 Junction right, Rd 6217035

2.71 Cross Canyon Trailhead and Parking area

Begin Double wide Turnout

2.8 End Double wide turnout

End Brushing

ROAD 6219000

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 2; See Sheet 5 Road Structure & Brushing Typicals Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening

Note: Turnout MilePosts are not listed on work list - Estimate 0.3 lineal miles of turnout per mile.

0.09 Gate

Begin armoring of ditch line with Grid rolled Aggregate, 8” minus

0.24 End ditch armoring.

4.9 End Road 6219

End Fall/leave of Marked Danger Trees End Brushing

Sheet 16 of 19

Inset Map: Rd 6222

ROAD 6222000

Begin Fall & Leave of Marked Danger Trees Begin Brushing, Maintenance Level 3 Begin Fall & Leave of Marked Danger Trees Begin Road Reconditioning including cleanout, reshaping, and reestablishment of Ditchline, blading and shaping of existing traveled way including shoulders, existing turnouts and viewpoints, and curve widening.

Begin Placement Grid-roll Aggregate maximum size 8”, compacted depth 12”, Compaction Method I

Note:

1. Turnout MilePosts are not listed on work list: Estimate 0.4 lineal miles of turnout per mile.

2. Note: Disposal Site for Unsuitable Material (for example, material from wet ditchlines) is stockpile site on Rd 6222 MP 1.1.

0.029 Establish junction drainage:

Construct and rock Drain Dip; construct estimated 200 ft lead out ditch left to break.

0.03 Existing cattleguard: Recondition: Replace wings and install Hazard Markers. Existing damaged wings become property of contractor and shall be removed from Government Land. Hazard Markers are Government-furnished material.

0.1 End Placement Grid-roll Aggregate

0.17 Reestablish Lead out ditch right, 60 ft.

1.581 Construct and rock Drain Dip; construct 20 ft lead out ditch left

1.1 Junction left to Designated disposal site

2.086 Junction left, Rd 6222030

2.213 Junction right, Rd 6222050

Place 100 ft x 14 ft Grid-roll Aggregate apron, 8” compacted depth on Rd 6222050.

3.41 Fenced aspen grove right

3.769 Junction left, Rd 6222030/031

Place 100 ft x 14 ft Grid-roll Aggregate apron, 8” compacted depth on Rd 6222030

3.891 Construct and rock Drain Dip; construct 20 ft lead out ditch left

4.88 Y- junction right, Rd 6222062; Rd 6222 continues ahead

5.17 Existing Drain Dip: reconstruct and rock

Old slump zone: Protect toe of cutslope

5.23 Existing Drain Dip: reconstruct and rock

5.30 Existing Drain Dip: reconstruct and rock

5.38 Existing Drain Dip: reconstruct and rock

5.51 Existing Drain Dip: reconstruct and rock

5.57 Existing Drain Dip over Squaw Creek culvert: reconstruct and rock

5.74

Existing Drain Dip: reconstruct and rock

Sheet 17 of 19

5.75 Spur left to Squaw Creek culvert inlet access.

Begin In-stream work window segment: Work shall be performed ONLY from July 15th

– September 15th

Fill slope and outlet erosion control required: See Sheet 19, EROSION CONTROL TYPICAL: Removal of stakes and bale strings required after work complete: bales shall remain in place.

Contractor required to have written approval to begin work in this segment.

Begin Reconstruction of roadbed including reshaping and reestablishment of ditch line:

Blade and shape existing roadbed to reestablish subgrade.

Haul excess or unsuitable material to designated Disposal Site.

5.80

Existing 24” culvert

5.82

Slide/Washed out area (bypass segment) Begin ditchline armoring: Grid Roll Aggregate, Maximum 8” diameter.

Construct and rock Drain Dip.

Place splash apron – Item 25104 Keyed riprap class 3, 20 CY

Re-establish turnout right, 50 ft.

5.84 Construct and rock Drain Dip.

Place splash apron – Item 25104 Keyed riprap class 3, 20CY

5.87 Spring/creek in cutslope left:

Construct and rock Drain Dip.

5.90 Huge boulder left blocking ditch line: Reduce and remove: If not used in project, haul to Disposal site at MP 1.07

May not be rolled over edge; blasting safety requirements apply.

If suitable, may be used for drain rock or splash aprons in Drain Dips or for Ditch armoring.

5.93 Construct and rock Drain Dip.

6.01 Existing 12” x 44 ft metal culvert

Erosion Control required to be in place prior to removal of culvert.

Remove culvert: Removed culvert becomes property of contractor and shall be removed from Government Land.

Construct and rock Drain Dip.

End ditchline armoring 10 ft ahead

6.02 Water crossing road.

6.03 Re-establish turnout right, 75 ft

6.05 Water crossing road.

End In-stream work window segment

6.06 Start of rock cutslope and plus grade of Rd 6222.

6.25 Existing Drain Dip: reconstruct and rock to reestablish outslope and open the outlet.

6.76 Construct and rock Drain Dip

6.84

Construct and rock Drain Dip

6.87 Construct and rock Drain Dip

6.96 Spur left

7.06 Construct and rock Drain Dip

7.18

Existing Drain Dip: reconstruct and rock to reestablish outslope and open the outlet.

7.24 Existing waterbar

Sheet 18 of 19

7.42 Existing Drain Dip: reconstruct and rock to reestablish outslope and open the outlet.

7.47 Spur road right, 6222090 (loop road):

Clear and grub existing junction to create a Turnaround. See Sheet 5 & 6 Road Structure and Road Detail Typicals. (Disposal J)

Recondition existing template Place Grid Roll Aggregate, minimum compacted depth of 8” Compaction

Method I

Construct and rock Drain Dip: Note: shift to avoid putting the low spot at turnaround.

7.58 Bermed spur left

7.60 Spur road right, 6222090 (loop road):

Clear and grub existing junction to create a Turnaround. See Sheet 5 & 6 Road

Structure and Road Detail Typicals. (Disposal J) Recondition existing template Place Grid Roll Aggregate, minimum compacted depth of 8” Compaction

Method I

Existing waterbar:

Construct and rock Drain Dip: Note: shift to avoid putting the low spot at turnaround.

7.63 Existing waterbar

7.8 Existing Drain Dip on top of 18” metal culvert: reconstruct and rock

End Brushing End Fall & Leave of Marked Danger Trees End Reconditioning