2011-10-06_REVISION - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 10/6/2011
• Doc Name: Submittal- LOB Liner System Enhancements and VLF Ph 4c Berm Raise.
• From: CC&V
• To: DRMS
• Type & Sequence: TR62
• Media Type: D
• Archive: No

U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
2 -inch
100
100
No. 4
30
—100
No. 200
5
— 20
U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
3 -inch
100
100
2 -inch
75
—100
No. 200
0
—15
U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
2 -inch
100
3 /4 -inch
70 —100
No. 40
20 — 50
No. 200
2 —15
PART 3: EXECUTION
3.01 CLEARING AND GRUBBING:
Section 02200
Earthworks
ame
Plasticity Index:
Plasticity Index:
15 maximum
15 maximum
Plasticity Index:
S: \Projects \1125G Squaw Gulch Valley Leach Facililty Design \I - Tech Specs \02200.r0.doc
15 maximum
10. Fine Shaft Backfill - material as approved by MANAGER and CERTIFYING
ENGINEER conforming to the following SPECIFICATIONS:
11. Pipe Bedding Material - material as approved by MANAGER and CERTIFYING
ENGINEER conforming to the following SPECIFICATIONS:
12. Granular Filter Material - material as approved by MANAGER and CERTIFYING
ENGINEER conforming to the following SPECIFICATIONS:
A. Clearing and grubbing shall be done within the footprint of the limits of the construction area, as
delineated on the DRAWINGS. Clearing shall extend a maximum of 15 feet and a minimum of 10
feet outside of the construction limits or as directed by MANAGER. Areas for clearing shall be
released to CONTRACTOR by MANAGER. No pioneering of roads across undisturbed areas
shall be allowed without prior approval of MANAGER.
Page 5 of 18 January 14, 2011
Revision 0