2012-12-27_REPORT - M1980244 ‎(13)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Mon. & Test Results, ‎(PSES)‎- Append. E, Specs.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
1'h -inch
100
100
3 /4 -inch
70
— 100
No. 4
5
— 50
No. 200
0
— 8
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
2 -inch
100
No. 200
15 — 65
PART 3: EXECUTION
Section 02200
Earthworks
amec
4. Soil Liner Fill - processed materials as approved by MANAGER and CERTIFYING
ENGINEER, conforming to the following SPECIFICATION:
Plasticity Index:
Hydraulic Conductivity
10 minimum
1 x 10 -6 cm/s maximum
5. Drain Cover Fill - material approved by MANAGER and CERTIFYING ENGINEER
conforming to the following SPECIFICATIONS:
3.01 CLEARING AND GRUBBING:
Plasticity Index:
6. Pipe Bedding Material - material as approved by MANAGER and CERTIFYING
ENGINEER conforming to the following SPECIFICATIONS:
Plasticity Index:
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.
B. No clearing shall be performed until written permission is given by MANAGER and until the
CONTRACTOR has provided construction staking for the proposed work. Clearing shall consist of
cutting brush to the ground level, removing such material, along with wood, rubbish, tree stumps,
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0
15 maximum
June 19, 2012
Revision 1