5d.FSR 41 Road and Drainage Reconditioning_Drawings.pdf

NAME ASSISTANT FOREST ENGINEER

REVIEWED BY:

DATE

NAME STAFF OFFICER

RECOMMENDED BY:

APPROVED BY:

NAME DISTRICT RANGER DATE

DATE

DARRINGTON RANGER DISTRICT

SPECIFIED ROAD WORK DRAWINGS FOR PROPOSED

UNITED STATES DEPARTMENT OF AGRICULTURE

MT. BAKER - SNOQUALMIE NATIONAL FOREST

FOREST SERVICE -- REGION SIX

NO.

INDEX TO SHEETS

WORK DESCRIPTION LISTS

PROJECT LOCATION MAP

DESCRIPTION

TITLE SHEET

GENERAL NOTES

STATE OF WASHINGTON

PROJECT

LOCATION

Tacoma

Nat'l. Park

Greenwater

Mt. Rainier

Enumclaw

Buckley

Redmond

BellevueSeattle

Everett

CANADA

STATES

UNITED

Mt. Vernon

Burlington

Bellingham

Woolley Sedro

Glacier

Springs Garland Mineral

Snoqualmie Pass

North Bend

55Maple Valley

Snoqualmie

Fall City

Carnation

Duvall

Skykomish

Grotto Baring

Darrington

Gold Bar Monroe

Sultan Startup

Verlot Granite Falls

Stevens

Pass

Rockport

Concrete

17 28

37 33

EXIT 230

EXIT 208

VICINITY MAP

FSR 41 ROAD AND DRAINAGE RECONDITIONING - STEWARDSHIP

Option 1:

ROAD NO. MP to MP MILES 41 3.00 to 6.50 3.50

Option 2:

ROAD NO. MP to MP MILES 41 6.50 to 8.40 1.90

SUMMARY OF QUANTITIES

ROAD RECONDITIONING

FOREST SERVICE ROADS MAY HAVE BURIED

UTILITY LINES WITHIN THE ROAD PRISM.

CALL 811 PRIOR TO ANY DIGGING OR

EXCAVATION WORK.

TRAFFIC CONTROL PLAN - EXAMPLE

ROADSIDE BRUSHING

NAME PROJECT TEAM LEADER

REVIEWED BY:

DATE

DESIGN ENGINEERNAME

PREPARED BY:

DATE

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J. SNYDER 4-8-87

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J. SNYDER 4-8-87

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FSR 41 ROAD AND DRAINAGE

RECONDITIONING - STEWARDSHIP

NOTES:

1. Roads that are specified for this project are shown as bolded linework.

2. For Road Closures, Restrictions, signage, and Other Requirements see General Notes for specific road information.

3. Call 811 to identify any utility lines prior to any digging or excavation work.

4. FS bridges: Any over legal weight vehicles shall apply for a bridge permit at least 21 days prior to bridge crossing.

SHEET OF

BLOCKED ROAD

LOCKED GATE

UNIMPROVED RD

UNIMPROVED RD/GRAVEL

IMPROVED RD/GRAVEL

TWO LANE PAVED HWY

(PASSENGER CARS)

(HIGH CLEARANCE VEHICLES)

SYSTEM LEGEND

TRANSPORTATION

LOCATION MAP

PROJECT AREA

FOREST BOUNDARY

G

R

A

N

I T

E

F

A

L

L

S

M

I L

E

S

V

E

R

L

O

T

M

I L

E

S

MP 8.4

MP 6.5

MP 3.0

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MILES

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AutoCAD SHX Text 412O

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AutoCAD SHX Text O27

AutoCAD SHX Text O31

AutoCAD SHX Text 411O

AutoCAD SHX Text O24

AutoCAD SHX Text O11

AutoCAD SHX Text 411O

AutoCAD SHX Text O12

AutoCAD SHX Text O2O

AutoCAD SHX Text O2O

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AutoCAD SHX Text O18

AutoCAD SHX Text O14

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AutoCAD SHX Text O21

AutoCAD SHX Text O2O

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CANYON

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CREEK

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SOUTH

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FORK

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SOUTH FORK

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MOUNTAIN LOOP HIGHWAY

STILLAGUAMISH RIVER

15101 Mobilization All Construction Signing, Traffic Control, Cleaning of Equipment, De-watering, & Erosion Control are an indirect cost to Mobilization. The Contractor shall submit a traffic control plan, de-watering and erosion control plan to the Contracting Officer Representative (COR) for approval at the pre-work conference.

23001 Roadside Brushing, MI This work consists of cutting and disposal of the existing roadway vegetation on all roads. Clearing limits and requirements as show on the Plans. Item is measured by the mile and accepted quantity includes completion of both sides of the road. Multiple passes may be necessary to ensure the vegetation is cut as specified.

30208 A/B Aggregate Course, Compaction Method 2 (Commercial Source), TON 1 14" minus and 2 12" minus - All aggregate shall be commercial source. Material certification, test reports, and gradation reports shall be submitted to the COR for approval prior to delivery to the project. All work associated with loading, hauling, placing, processing, and compaction are indirect costs.

30315 Road Reconditioning, Compaction Method 2, MI This item consists of grading, shaping, and compacting the roadway; grading, cleaning and reshaping all ditches; and cleaning all culvert inlets and outlets. See Road Reconditioning Typical for details.

Disposal Areas The Contractor is responsible for maintaining designated disposal areas. Suitable material shall be stockpiled separately from waste material. Waste material shall be defined as, but not limited to, material containing vegetation, roots, stumps, muck, or shale. The Contractor shall shape all disposal areas to drain, wheel compact, and seed mounds of "unsuitable material". Maintaining disposal areas is incidental to any pay items requiring end haul.

All Commercial Source Aggregates All commercial material must be approved as a weed free source. Allow 14 days for approval.

GENERAL NOTES SHEET OF

SHEET OF

4 6

OPTION 1 OPTION 2

MP 3.0-6.5 MP 6.5-8.4

15101 MOBILIZAITON (INCLUDES CLEANING OF EQUIPMENT, SIGNING, TRAFFIC CONTROL, SANITATION) ALL ALL LS ALL

23001 ROADSIDE BRUSHING 3.5 1.9 MI 5.4

30315 ROAD RECONDITIONING, COMPACTION METHOD 2 (SHOULDER, DITCH, ROADBED, AND AGGREGATE

SURFACING) 3.5 1.9 MI 5.4

* 30208A AGGREGATE SURFACE COURSE, GRADING EQUAL TO WSDOT 1-1/4" MINUS, COMPACTION METHOD 2

(COMMERCIAL SOURCE) 400 200 TON 600

* 30208B AGGREGATE BASE COURSE, 2-1/2" MINUS, COMPACTION METHOD 2 (COMMERCIAL SOURCE) 300 150 TON 450

FSR 41 ROAD AND DRAINAGE RECONDITIONING - STEWARDSHIP

SUMMARY OF QUANTITIES

* Denotes Contract Quantity

PAY ITEM UNIT TOTALDESCRIPTION OF WORK

ROAD SEGMENT

SHEET OF

5 6

Mile Post Item Description Units Estimated Quantity

3.0 to 6.5 23001 Roadside Brushing Mile 3.50

30315 Recondition ditches, shoulders, roadbeds, and aggregate surfacing Mile 3.50

30208A Place 1-1/4" crushed aggregate surfacing - Several locations between MP

3.0 and 6.5 to be determined in the field TON 400

30208B Place 2-1/2" crushed aggregate base course - Several locations between MP 3.0 and 6.5 to be determined in the field TON 300

Mile Post Item Description Units Estimated Quantity

6.5 to 8.4 23001 Roadside Brushing Mile 1.90

30315 Recondition ditches, shoulders, roadbeds, and aggregate surfacing Mile 1.90

30208A Place 1-1/4" crushed aggregate surfacing - Several locations between MP

6.5 and 8.4 to be determined in the field TON 200

30208B Place 2-1/2" crushed aggregate base course - Several locations between MP 6.5 and 8.4 to be determined in the field TON 150

FSR 41 ROAD AND DRAINAGE RECONDITIONING - STEWARDSHIP

WORK DESCRIPTION LIST

OPTION 2: ROAD 41 - MP 6.50 to 8.40

OPTION 1: ROAD 41 - MP 3.00 to 6.50

TRAFFIC CONTROL PLAN - EXAMPLE

TRAFFIC CONTROL PLAN FOR TRAFFIC ALLOWED THROUGH WORK AREA

1. Work area shall be in a condition such that it may be safely traversed at night, including channelizing devices if needed.

2. Warning lights shall be used to mark channelizing devices at night as needed.

3. Traffic control devices shall be maintained for duration of work in both directions open to traffic.

4. Signs are shown for one direction of travel only. The same number and types of signs shall be provided for the opposite direction of travel.

5. All signs shall conform to the MUTCD sections 2a-11, through 2a-16, 6b-1 and 6b-2 of the 2012 edition.

F.S. RD. XXXX

F S

R

D

X

X X

X

ROAD CLOSED

AHEAD

FOREST ROAD XXXX

CLOSURE

TRAFFIC CONTROL PLAN FOR ROAD CLOSURE

1. Road use authorization per C 5.12, "Use of Roads by Purchaser" in contract.

2. Total road closure per supplemental specifications Section 156 Public Traffic in the contract. Operations at all other times will accommodate traffic.

3. Traffic control devices shall be maintained for duration of closure.

4. All signs shall conform to the MUTCD Sections 2a-11, through 2a-16, 6b-1 and 6b-2 of the 2012 Edition.

5. **Signs are shown for one direction of travel only. The same number and types of signs shall be provided for the opposite direction of travel.

MUTCD W-20-1-36

MUTCD W-20-3-36

MUTCD R11-3A-60

MUTCD R11-2-48

TYPE 2 BARRICADE

4 FT. MIN. WIDTH

F.S. RD. XXXX

DATE XX - XX

MUTCD W-20-1-36

SHEET TITLE:

APPROVED:

PACIFIC NORTHWEST REGION-6

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DWG NO:

PROJECT NAME:

DRAWN BY:

15101

DATE:

SHEET: OF:

6 8

U. S. FOREST SERVICE

TRAFFIC CONTROL PLAN

FEBURARY 15, 2020

GREEN GROUSE THIN REOFFER TIMBER SALE

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ROAD

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500 FT

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CLOSED

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AutoCAD SHX Text 500'

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WORK AREA

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CLOSED

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ROAD

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AutoCAD SHX Text 500'

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WORK AREA

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WORK

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ROAD

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AHEAD

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WORK

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ROAD

AHEAD

TYPICAL ROADSIDE BRUSHING SECTION

NOTES

1. Construction standards shown. Existing conditions in the field may vary depending on the actual shoulder and ditch constructed and maintained.

2. Existing traveled way road widths are a minimum of 12' and maximum of 24' wide. Not including curve widening and turnouts.

3. Scatter material a minimum of 10 feet beyond the edge of road along the fill slope and a minimum of 5 feet away from drainage areas. Do not deposit slash and debris inside the timber sale unit boundaries. Material within the timber sale unit boundaries shall be hauled to a designated disposal area or scattered in the locations outside the unit boundaries. See general notes for additional information. Ensure sufficient access through debris piles for animal passage.

4. All vegetation shall be cut within 6" of the ground line or protruding solid object beyond the bottom of the ditch and the roadway reconditioning limits.

5. Brush a minimum of 10 foot radius from bridges and culvert inlet (indirect cost to Item 23001).

6. Upon completing mechanical or hand brushing operations, all sticks and limbs larger than 1" in diameter and 18" long shall be removed from the ditchline and roadside and scattered 10' beyond the roadway.

14'

Brushing Includes the Removal of Overhanging Limbs to 14'

Above Roadway

Deposit All Slash from Brushing a Minimum of 10' Beyond the Edge of Road

Traveled Way

Road Width Varies (See Notes)

Original Brushing Limits or 6 FT from Road Edge (Whichever is Greater)

Shoulders & Turnouts VaryDitch

1V:2H

Road Surface

SHEET TITLE:

APPROVED:

PACIFIC NORTHWEST REGION-6

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DWG NO:

PROJECT NAME:

DRAWN BY:

23001

DATE:

SHEET: OF:

ROADSIDE BRUSHING NORMAL/HEAVY

U. S. FOREST SERVICE

NOT TO SCALE

7 8

GREEN GROUSE THIN REOFFER TIMBER SALE

FEBURARY 15, 2020

TYPICAL ROADWAY SECTION

NOTES

1V:2H

Ditch

Surfacing

1. Construction standards shown. Existing conditions in the field may vary depending on the actual shoulder and ditch constructed and maintained.

2. Existing traveled way road widths are a minimum of 12' and maximum of 24' wide. Not including curve widening and turnouts

3. All culvert inlets, catch basins, and outlets shall be cleaned to allow maximum water flow.

4. All culvert outlet ditches and roadway lead-off ditches shall be cleaned and shaped to allow maximum water flow.

5. Roadway shoulder berms shall not be allowed unless otherwise stated

NOT TO SCALE

Reconditioning Limits

Road Width Varies

Traveled

Way

Shoulders &

Turnouts

Vary

1' MIN

SHEET TITLE:

APPROVED:

PACIFIC NORTHWEST REGION-6

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DWG NO:

PROJECT NAME:

DRAWN BY:

30315

DATE:

SHEET: OF:

8 8

ROAD RECONDITIONING NORMAL/HEAVY

U. S. FOREST SERVICE

GREEN GROUSE THIN REOFFER TIMBER SALE

FEBURARY 15, 2020