SheepMountain Quarrying Plan-set.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE: 02/06/2024

PROJECT NUMBER

SHEEP MOUNTAIN QUARRY CRUSHING

PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

NEZ PERCE - CLEARWATER NATIONAL FORESTS

NORTH FORK RANGER DISTRICT

CLEARWATER COUNTY

PROJECT ENGINEER

NEZ PERCE - CLEARWATER NATIONAL

FORESTS

DATE

APPROVED BY:

RECOMMENDED BY:

INDEX MAP

FOREST SUPERVISOR

NEZ PERCE - CLEARWATER NATIONAL

FORESTS

DATE

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

NEZ PERCE - CLEARWATER NATIONAL

FORESTS

DATE

DISTRICT RANGER

NEZ PERCE - CLEARWATER NATIONAL

FORESTS

DATE

N

HEADQUARTERS

PROJECT LOCATION

IDAHO INDEX MAP

AREA MAP

CANYON WORK

CENTER

Sheet Number Sheet Title

1 TITLE

2 VICINITY MAP

3 SUMMARY OF QUANTITIES & GENERAL NOTES

4 DRAIN DIP & TYPICAL SECTIONS

5 QUARRY PLAN

6 QUARRY SECTION VIEWS

7 TRAIL SYSTEM - SHEEP MOUNTAIN LOOP TRAIL #615

8 TRAIL SYSTEM - TYPICAL SECTIONS & GENERAL NOTES

9 TRAIL SYSTEM - ROCK WATERBAR DETAIL

10 WORKLISTS

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 VICINITY MAP

02/06/2024 EH BA 2

PROJECT LOCATION

CRUSHING &

STOCKPILE SITE

15 MILES TO

HEADQUARTERS

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PROJECT NAME

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 SUMMARY OF

QUANTITIES &

GENERAL NOTES

02/06/2024 EH BA 3

MATERIALS AND CONSTRUCTION OF THIS WORK MUST BE IN ACCORDANCE WITH THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, AS

MODIFIED FOR THIS CONTRACT.

SECTION 151 - ALL TEMPORARY SIGNAGE AND EQUIPMENT WASHING FOR ENTRY ONTO FEDERAL LANDS ARE

INCIDENTAL TO ITEM 15101.

SECTION 153 - CONTRACTOR MUST AT ALL TIMES HAVE THEIR OWN QUALITY CONTROL PRACTICED ON SITE.

CONTRACTOR MUST PROVIDE THE GOVERNMENT ANY NECESSARY SUBMITTALS CITED IN THIS SECTION PRIOR

TO ANY PROGRESS PAYMENT TO BE MADE. REFER TO THE FSSS FOR A LIST OF SUBMITTALS REQUIRED.

SECTION 156 - TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE SUPPLEMENTAL

SPECIFICATION FOR SIGNING, CLOSURES, AND OTHER PUBLIC TRAFFIC REQUIREMENTS.

SECTION 157 - SEE STANDARD AND SUPPLEMENTAL SPECIFICATION FOR SOIL EROSION CONTROL INCLUDING

SCHEDULING AND DRAINAGE REQUIREMENTS.

SECTION 201 - SEE STANDARD AND SUPPLEMENTAL SPECIFICATION FOR CLEARING AND GRUBBING

REQUIREMENTS. FSSS 201.04(c) STATES THE UTILIZATION STANDARD FOR MERCHANTABLE TIMBER IS A MINIMUM

OF 6" IN DIAMETER AND 8' IN LENGTH.

SECTION 202 - SEE STANDARD AND SUPPLEMENTAL SPECIFICATION FOR ADDITIONAL CLEARING AND GRUBBING

REQUIREMENTS.

SECTION 203 - CULVERTS DESIGNATED FOR REMOVAL ON FOREST SERVICE LAND SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM FOREST SERVICE LANDS AND DISPOSED OF IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. SEE STANDARD AND SUPPLEMENTAL

SPECIFICATION FOR CONSTRUCTION SLASH DISPOSAL METHODS.

SECTION 204 - EXCAVATION AND EMBANKMENT REQUIREMENTS ARE SHOWN IN THE SUPPLEMENTAL

SPECIFICATIONS.

SECTION 212 - SEE STANDARD, SUPPLEMENTAL SPECIFICATIONS , AND DRAWINGS FOR LINEAR GRADING

REQUIREMENTS. SPECIFICATIONS FOR CLEARING AND GRUBBING IS INCLUDED UNDER SECTION 201.

SECTION 251 - RIPRAP MAY BE CONSERVED FROM EXCAVATION WORK ON THE PROJECT, OBTAINED FROM A

GOVERNMENT FURNISHED STOCKPILE OR OTHER SITES ALONG THE PROJECT ROADS AS APPROVED BY THE

C.O.

SECTION 301 - SEE STANDARD AND SUPPLEMENTAL SPECIFICATIONS AGGREGATE CRUSHING AND COURSE

REQUIREMENTS.

SECTION 302 - SEE STANDARD AND SUPPLEMENTAL SPECIFICATIONS.

SECTION 303 - SEE STANDARD, SUPPLEMENTAL SPECIFICATIONS, AND DRAWINGS FOR ROADWAY

RECONDITIONING REQUIREMENTS.

SECTION 602 - CULVERTS LARGER THAN 18" DIAMETER MUST HAVE A NEOPRENE GASKET INSTALLED AT ALL

SPLICES PER FP-14 707.17. DEWATER AND EROSION CONTROL MEASURES ARE INDIRECTLY INCLUDED WITH

ITEM. MINOR CLEARING AND GRUBBING MAY BE NECESSARY WHEN CONSTRUCTING CATCH BASINS.

SECTION 625 - SEED, MULCH, AND FERTILIZER SHALL BE APPLIED ON CUT AND FILL SLOPES, BORROW, OR

WASTE AREAS OR ANY AREAS WHERE SOIL IS DISTURBED AS REQUIRED.

GENERAL NOTES:

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 DRAIN DIP & TYPICAL

SECTIONS

02/06/2024 EH BA 4

14' MINIMUM

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

C

L

2-4%

SUBGRADE

1.0V:1.5H

FILL SLOPE

1.0V:1.0H

CUT SLOPE

8' 8'

B A B

R

R

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

4" MINIMUM

DRAIN DIP

NOT TO SCALE

TYPICAL SECTION - ROAD

NOT TO SCALE

A(ft) B(ft) R(ft)

GRADE

TYPE I

TYPE II TYPE III

LENGTH TAPER ROUNDING

0-5

6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

30 30

30 50

30 60

2020 25

20 40

20 50

10 - 30

A(ft)

B(ft) R(ft)

A(ft)

B(ft)

R(ft)

GRADE

GRADE

10 - 30

INTERSECTION WITH

EXISTING GRADE

INTERSECTION WITH

EXISTING GRADE

BOTTOM OF

DIP

W

A

T

R

C

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DOWNGRADE

B A B

NOTES:

1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO

ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

5-25°

PLAN

NOT TO SCALE

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NOTES

1. CRUSH 8,500 TON OF GRADING F AND 1,000 TON GRADING A AGGREGATE.

2. ALL WORK SHALL CONFORM TO MINE SAFETY AND HEALTH (MSHA) STANDARDS

3. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND SIGNING A TRAFFIC CONTROL

PLAN FOR WHEN QUARRY OPERATIONS ARE OCCURRING. THIS PLAN SHALL CONFORM

TO ALL MSHA AND OSHA REQUIREMENTS FOR THIS TYPE OF WORK.

4. MATERIAL SOURCE BOUNDARIES SHALL BE STAKED BY THE CONTRACTOR AND

APPROVED BY THE CO. ALL WORK PERTAINING TO QUARRY DEVELOPMENT ARE

INCIDENTAL TO ITEM 30113 - AGGREGATE COURSE CRUSHING.

5. THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT EXCAVATION LIMITS IN

ACCORDANCE WITH THE AGGREGATE SOURCE PLAN TO ENSURE THERE IS SUFFICIENT

QUANTITY OF MATERIAL TO PRODUCE CONTRACT QUANTITIES OF AGGREGATE.

6. CLEARING, GRUBBING, AND SLASH CLEANUP SHALL CONFORM TO FSSS 201 - CLEARING

& GRUBBING SPECIFICATIONS AND ARE INCIDENTAL TO 30113 . CLEARING LIMITS SHALL

BE 10 FEET BEYOND THE QUARRY EXCAVATION LIMITS. ALL CLEARED TIMBER MEETING

THE UTILIZATION STANDARD STATED IN FSSS 201.04(c) SHALL BE CONSIDERED

MERCHANTABLE TIMBER AND BE DECKED. CLEARED TIMBER NOT MEETING UTILIZATION

STANDARD SHALL BE PILLED IN A LOCATION DESIGNATED BY THE FOREST SERVICE.

7. LOOSE, UNCONSOLIDATED MATERIAL SHALL BE STRIPPED DOWN TO COMPETENT ROCK

FOR AT LEAST 10 FEET HORIZONTALLY FROM THE TOP OF THE EXCAVATION.

8. OVERBURDEN, TOPSOIL AND REJECT SHALL BE STOCKPILED IN AREAS DESIGNATED BY

THE FOREST SERVICE.

9. ALL OVERSIZE ROCK ENCOUNTERED SHALL BE REDUCED IN SIZE AND UTILIZED.

10. CUT AND FILL SLOPES REQUIRED FOR DEVELOPMENT AND/OR RESTORATION SHALL NOT

BE CONSTRUCTED STEEPER THAN 4V:1H.

11. AT THE CONCLUSION OF OPERATIONS:

11.1. NO OVERHANG OR LOOSE ROCK SHALL BE LEFT ON THE QUARRY WALL.

11.2. THE FLOOR AND PROCESSING AREAS SHALL BE GRADED TO PROMOTE DRAINAGE

AND TO PREVENT PONDING OF SURFACE WATER.

11.3. OVERBURDEN, TOPSOIL AND REJECTED MATERIAL (SAVED IN ITEM 8 ABOVE) SHALL

BE UNIFORMLY SPREAD WITHIN THE DEVELOPMENT PERIMETER IN AREAS AND TO

THE GRADES SPECIFIED BY THE CO.

12. EROSION CONTROL AND/OR MAINTENANCE OF ROADS REQUIRED FOR QUARRY

DEVELOPMENT MAY REQUIRE PLACING AGGREGATE AND IS INCIDENTAL TO ITEM 30113.

13. CRUSHED AGGREGATE TESTING SHALL CONFORM TO FP-14 SECTION 301.

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 QUARRY PLAN

02/06/2024 EH BA 5

PROPOSED CRUSHER SITE AND

STOCKPILE AREA

PROPOSED DISPOSAL AREA FOR CLEARING

DEBRIS AND UNSUITABLE

MATERIAL

A

A

B

B

0+00

1+00

2+00

3+00

4+00

PROPOSED ENTRY

CLEARING LIMITS

A

C

C

E

S

S

R

O

A

D

A

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 QUARRY SECTION

VIEWS

02/06/2024 EH BA 6

0+00 0+40 0+80 1+20 1+60 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 4+00

SECTION A-A

NOT TO SCALE

SECTION B-B

NOT TO SCALE

NOTES

1. THE MATERIAL SOURCE BOUNDARIES WILL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE CO.

2. ALL ROCK LARGER THAN 12" IN DIAMETER SHALL BE REDUCED

IN SIZE SO IT CAN BE CRUSHED AND UTILIZED.

3. CLEARING DEBRIS SHALL BE DISPOSED OF BY PILING IN THE

AREA DESIGNATED ON THE QUARRY PLAN.

4. THE QUARRY ACCESS ROAD SHALL BE MAINTAINED

THROUGHOUT THE PERIOD OF USE. PRIOR TO FINAL

ACCEPTANCE, CONTRACTOR SHALL CONSTRUCT DRAIN DIPS

(AS STAKED BY GOVERNMENT) IN 685-A AND ACCESS ROAD.

10'

10'10'

ELEV.

ELEV.

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

NOTES:

BACKSLOPES - 4V:1H

BENCHES - 20.0' MIN

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 TRAIL SYSTEM - SHEEP MOUNTAIN

LOOP TRAIL #615

02/06/2024 EH BA 7

NOTES

1. THE 685-A DOUBLES AS THE 615 MOTORIZED TRAIL SYSTEM.

2. PRIOR TO FINAL ACCEPTANCE, THE EXISTING MOTORIZED TRAIL

SHALL BE MAINTAINED TO CONNECT THE 685-A OR ACCESS ROAD

TO THE EXISTING TRAIL SYSTEM ABOVE THE QUARRY EXTENT.

3. THE MOTORIZED TRAIL SHALL BE MAINTAINED TO THE STANDARD

FOREST SERVICE SPECIFICATIONS.

TRAIL #615 RECONSTRUCTION

SOP

TRAIL #615 RECONSTRUCTION

EOP

SOP - START OF PROJECT

EOP - END OF PROJECT

APPROXIMATE ALIGNMENT

OF TRAIL #615 - FOLLOW

FOREST SERVICE STAKING

FOR FINAL ALIGNMENT

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 TRAIL SYSTEM - TYPICAL

SECTIONS & GENERAL NOTES

02/06/2024 EH BA 8

8'

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

C

L

2-4%

SUBGRADE

1.0V:1.5H

FILL SLOPE

1.0V:1.0H

CUT SLOPE

A B

TRAIL TYPICAL SECTION

NOT TO SCALE

CLEARING LIMITS

LOCATION A B

SIDESLOPE LESS

THAN 35%

4 4

SIDESLOPE GREATER

THAN 35%

6 6

NOTES:

1. FOR TRAIL DESIGN, FOLLOW TRAIL DESIGN PARAMETER FOR FOUR-WHEEL DRIVE VEHICLES > 50" (FSH

2309.18, SECTION 23.23, EXHIBIT 01) FOR A CLASS 2 TRAIL.

2. THE FOREST SERVICE WILL STAKE AND FLAG THE TRAIL ALIGNMENT AT THE REQUEST OF THE

CONTRACTOR.

TRAIL DESIGN PARAMETERS

FOUR-WHEEL DRIVE VEHICLE > 50" TRAIL CLASS 2

DESIGN TREAD WIDTH SINGLE LAND

72"- 84"

STRUCTURES (MINIMUM

WIDTH)

8'-0"

DESIGN SURFACE TYPE

NATIVE

PROTURUSIONS

<= 12" MAY BE COMMON

AND CONTINUOUS

OBSTACLES (MAXIMUM

HEIGHT)

36" MY BE COMMON OR

PLACED FOR INCREASED

CHALLENGE

DESIGN GRADE TARGET GRADE

10% - 21%

SHORT PITCH MAXIMUM

25%

MAXIMUM PITCH DENSITY

20% - 30% OF TRAIL

DESIGN CROSS SLOPE TRAGET CROSS SLOPE

5%-8%

MAXIMUM CROSS SLOPE

15%

DESIGN CLEARING HEIGHT

6'-9'

WIDTH

72" - 84"

SHOULDER CLEARANCE

0" - 6"

DESIGN TURN RADIUS

10' -15'

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 TRAIL SYSTEM - ROCK

WATERBAR DETAIL

02/06/2024 EH BA 9

OVERLAP ROCKS

1/3 OF LENGTH

MINIMUM

DOWN GRADE

DOWN GRADE

30°-45°

TOE OF BANK

EXCAVATE FOR

OUTSLOPE

TREAD

TREAD

4 INCH

MINIMUM

EMBED ROCKS

2/3 MINIMUM

PERSPECTIVE VIEW

COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL

DISPLACEMENT.

ALL EXCAVATED SECTIONS FOR WATERBARS SHALL

BE OUTSLOPED TO DAYLIGHT.

NOTE:

ROCK LENGTH EQUALS

1.5 X WIDTH

BACKFILL WITH

SUITABLE MATERIAL

SECTION B-B

SECTION A-A

B B

A

EXISTING

C

L

EXISTING

TREAD

SKEW

A

O

U

T

S

L

O

P

E

C

L

12 INCH

EMBEDMENT

MINIMUM

WATERBAR LENGTH

FINISHED GROUND

1.

2.

ROCK SPILLWAY

AS SPECIFIED

C LENGTH

10 FOOT MINIMUM

EXTEND 12 INCH MINIMUM

BEYOND TRAIL TREAD

EXISTING

TREAD

SKEW

ANGLE

SKEW

<5%

>5%

45° MAX

30° MIN

GRADE

TRAIL

ROCK WATERBAR - EXAMPLE

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SHEET

9/2 8/1

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F

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DW

G;

CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

NORTH FORK RANGER DISTRICT

NEZ PERCE - CLEARWATER NATIONAL FORESTS

SHEEP MOUNTAIN QUARRY CRUSHING

NORTHERN REGION

REGION 1 WORKLISTS

02/06/2024 EH BA 10

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