AttachmentJ4_SaddleCampPitCrushing_Drawings.pdf

SUMMARY OF QUANTITIES

PROJECT:

SADDLE

CAMP PIT

CRUSHING

SHEET TITLE:

SUMMARY OF

QUANTITIES

WORKLIST ROAD 5905

SHEET NO.

U S

D

E P

A R

T M

E N

T

O F

A

G R

I C

U L

T U

R E

F O

R E

S T

E R

V I C

E

R E

G I O

N

O

N E

N E

Z

P

E R

C E

C L

E A

R W

A T

E R

N A

T I O

N A

L

F

O R

E S

T S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

S U

B M

I T

T E

D

A P

P R

O V

E D

R E

V I S

I O

N S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

TYPICAL ROAD SECTION WITHOUT DITCH

NOT TO SCALE

3'

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

5'

CLEARING AND

GRUBBING

OUTER LIMITS

5'

CLEARING AND

GRUBBING

OUTER LIMITS

5'

CLEARING AND

GRUBBING OUTER

LIMITS

5'

CLEARING AND

GRUBBING OUTER LIMITS

4" ASC

6" ABC

ASC = Aggregate Surface Course

ABC = Aggregate Base Course

ITEM 30115 AGGREGATE SURFACE COURSE

WHERE SPECIFIED

ITEM 30103 AGGREGATE BASE COURSE

WHERE SPECIFIED

ITEM 30315 ROAD RECONDITIONING

TYPICAL SECTION

ITEMS 30201, 30207, 30315

15'

15'

TYPICAL ROAD SECTION WITH DITCH

NOT TO SCALE

14'

14'

ROADSIDE CLEARING LIMITS WITHOUT DITCH

NOT TO SCALE

5'

ROADSIDE

CLEARING

OUTER LIMITS

5'

ROADSIDE

CLEARING

OUTER LIMITS

5'

ROADSIDE CLEARING

OUTER LIMITS

5'

ROADSIDE CLEARING

OUTER LIMITS

VARIES

VARIES

ROADSIDE CLEARING LIMITS WITH DITCH

NOT TO SCALE

PROJECT:

SADDLE

CAMP PIT

CRUSHING

SHEET TITLE:

TYPICALS AND

DETAILS

SHEET NO.

U S

D

E P

A R

T M

E N

T

R

I C

U L

T U

R E

F O

R E

R

V I C

E

R E

G I O

N

O

N E

N E

Z

P

E R

C E

C L

E A

R W

A T

E R

N A

T I O

N A

L

F

O R

E S

T S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

S U

B M

I T

T E

D

A P

P R

O V

E D

R E

V I S

I O

N S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

NOTES: THESE ITEMS WILL BE ADDRESSED IN THE

CONTRACTORS PIT DEVELOPMENT PLAN.

POTENTIAL

AREA FOR

EXPANSION

POTENTIAL

AREA FOR

EXPANSION

PROPOSED

DEVELOPMENT

AREA

PROPOSED

DEVELOPMENT

AREA

AGGREGATE(GRADING M), AND 128 CY OF CLASS II RIPRAP.

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 PIT 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 COR. ALL WORK PERTAINING

TO QUARRY DEVELOPMENT ARE SUBSIDIARY TO ITEM 31402A -

AGGREGATE SURFACE COURSE STOCKPILING, GRADING F.

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 AND GRUBBING SPECIFICATIONS. CLEARING

LIMITS SHALL BE 15 FEET BEYOND EXCAVATION LIMITS.

PROPOSED

DEVELOPMENT

AREA

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.

CRUSHING

AREA

PROPOSED

DEVELOPMENT

AREA

STOCKPILING

AREA

10. CUT AND FILL SLOPES REQUIRED FOR DEVELOPMENT AND/OR

RESTORATION SHALL NOT BE CONSTRUCTED STEEPER THAN 2:1.

11. AT THE CONCLUSION OF OPERATIONS:

A). NO OVERHANG OR LOOSE ROCK SHALL BE LEFT ON THE

QUARRY WALL.

B). THE FLOOR PROCESSING AREAS SHALL BE GRADED TO

PROMOTE DRAINAGE AND TO PREVENT PONDING OF

SURFACE WATER

C). OVERBURDEN, TOPSOIL, AND REJECT MATERIAL (SAVED IN

ITEM 8 ABOVE) SHALL BE UNIFORMLY SPREAD WITHIN THE

DEVELOPMENT PERIMETER IN AREAS AND TO THE GRADES

SPECIFIED BY THE COR/ER.

12. RESTORATION OF ALL IMPROVEMENTS IN AND AROUND THE

EXCAVATION, CRUSHING, AND STOCKPILING AREAS IS REQUIRED AND

INCIDENTAL TO ITEM 31402A AND 31402B.

13). EROSION CONTROL AND/OR RESTORATION OF ROADS ADJACENT

TO THE DEVELOPMENT SITE MAY REQUIRE PLACING AGGREGATE

AND IS INCIDENTAL TO ITEM 31402A AND 31402B.

SHEET NO.

PROJECT:

SADDLE

CAMP PIT

CRUSHING

SHEET TITLE:

PIT

DEVELOPMENT

PLAN

R

O

D

R

O

D

A

C

C

E

R

A

D

U S

D

E P

A R

T M

E N

T

R

I C

U L T

U R

E

F O

R E

R

V I C

E

R E

G I O

N

O

N E

N E

Z

P

E R

C E

C L E

A R

W A

T E

R

N A

T I O

N A

L

F

O R

E S

T S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

S U

B M

I T

T E

D

A P

P R

O V

E D

R E

V I S

I O

N S

D E

S I G

N E

D

C H

E C

K E

D

D R

A W

N

1. CRUSH 4,000 TONS OF AGGREGATE (GRADING F), 1,000 TONS OF

pg5