Attach_1_Sagehen_Rock_Crushing_Plans.pdf

ROISF.

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FOREST

IDAHO MAP

PROJECT DESCRIPTION

This project consists of rock crushing work off of National Forest System Road (NFSR) 626 at the Sage Hen Pit. The Sage Hen Pit is located 7.2

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

T12N R01W

T11N R01W

REGION 4

PLANS FOR PROPOSED PROJECT

Sage Hen Rock Crushing

BOISE NATIONAL FOREST

EMMETT RANGER DISTRICT

GEM COUNTY

IDAHO

T11N R

I / Cascad.e RD

11-

T12N R04 r

T12N 05E

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miles west of Smith's Ferry, Idaho; 10.8 miles north-east 1------......&,..-----��,-----+--,,.------u.-.--... ------1,.---.P.....----t---, ____ J ) Emmett RD of Ola, ID; and 1.8 miles west of Sage Hen Reservoir.

Major items of work include:

rock crushing and gradation testing.

T10N R01 E

T09N R02E

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� __ Sheet Name _ Sheet #

Title Sheet ------� 1 Vicinity Map

Site Map'--_

Construction Notes a

APPROVED:

nd Estimated Quantities I �

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway

Projects, FP-14

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Sage Hen Pit

Sage Hen Reservoir

Smith's Ferry

Banks

Highway 55

Highway

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FOREST SERVICE

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AutoCAD SHX Text Sage Hen Rock Crushing

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REGION 4

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DRAWING NUMBER:

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Aggregate Stockpile

Area

Material For Crushing

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1,500 2,000

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FOREST SERVICE

AutoCAD SHX Text Boise National Forest Engineering

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AutoCAD SHX Text Sage Hen Rock Crushing

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REGION 4

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PROJECT ESTIMATED

QUANTITIES

Location

15101 31401 31402

Sage Hen Pit 1 32,000 8,000

Totals 1 32,000 8,000

Table 703-3

Target Value Ranges for Surface Course Gradations

Sieve Size

1 inch (25 mm)

½ inch (12.5 mm)

No. 4 (4.75 mm)

No. 10 (2.0 mm)

No. 40 (425 µm)

No. 200 (75 µm)

Percent by

Mass Passing Designate Sieve

(AASHTO T 27 & AASHTO T 11)

70 -80 (5)

40 -50 (7)

25-40 (6)

15-25(5)

8.0 -14.0 (4)

(ll Statistical procedures do not apply.

() The value in the parentheses is the allowable deviation (±) from the target values

Table 703-13

Gradation Ranges for 4 - Inch Minus Aggregate

Sieve Size

4-Inch

3-Inch

2-Inch

No. 4

Percent by

Mass Passing Designate Sieve

(AASHTO T 27 & AASHTO T 11)

40-80

15 -50

0-30

APPLICABLE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14)

SECTION 105.02

MATERIAL SOURCES

(a) Government-provided somTes. The Government will acquire the permits and rights to remove material from provided sources identified in the contract and to use such property for a plant site and stockpiles. Test reports and available historical material data will be furnished to the Contractor upon request.

Do not perform work vvithin a source until a source development plan is approved. Allow 7 days for approval. Include the following as applicable:

(1) Requirements of written agreements;

(2) Requirements in Sections 107, 157,204,205,624, and 625;

(3) Source development details;

(4) Restoration details; and

(5) Abandonment details.

Perform work necessary to produce acceptable material including work required by the approved source development plan.

APPLICABLE FOREST SERVICE SUPPLIMENTAL SPECIFICATIONS

SECTION314

STOCKPILED AGGREGATES

Add the following to Subsection 314.01:

314.01 Description.

314 00_National_7 _17 _2017

Pit or quarry development work consists of clearing, grubbing, stripping topsoil, removing overburden, constructing access roads, conducting restoration activities after the use of the pit, and performing other incidental work required for pit or quarry development.

Add the following to Subsection 314. 04 after the first sentence of second parazraph:

314.04 Stockpile Site.

Submit a plan of operation according to Section 105.02. Perform the work in accordance with MSHA 30 CFR, part 56.

APPLICABLE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14)

SECTION 109.

MEASUREMENT AND PAYMENT SPECIFICATIONS

(c) Project weighing system. Furnish, erect, and maintain acceptable automatic digital scales. Provide scales that record mass at least to the nearest 100 pounds (50 kilograms). Maintain the scale accuracy to within 0.5 percent of the correct mass throughout the range of use.

Do nol use spring balances.

Install and maintain platform scales with the platform level with rigid bulkheads at each end. Make the platform of sufficient length to permit simultaneous weighing of all axle loads of the hauling vehicle. Coupled vehicles may be weighed separately or together according to Subsection 2.20, paragraph UR.3.3, Single-Draft Vehicle Weighing of NIST Handbook 44, Spec{fications, Tolerances, and Other Technical Requirements for Weighing and A1easuring Devices.

Install and maintain belt-conveyor scales according to Subsection 2.21, Helt-Conveyor Scale Systems of NIST Handbook 44.

Before production on the project, after relocation, and at least once per year; have the weighing portion of the system checked and certified by the State Bureau of Weights and Measures or a private scale service certified by the Bureau of Weights and Measures. Seal the system to prevent tampering or other adjustment after certification.

Attach an automatic printer to the scale that is programmed or otherwise equipped to prevent manual override of all mass information. For weighed pay quantities, program the printer to provide the following information for each weighing:

(1) Project number and name;

(2) Pay item number and description;

(3) Date;

(4) Time;

(5) Ticket number;

(6) Haul unit number;

(7) Net mass in load at least to the nearest 100 pounds (50 kilograms);

(8) Subtotal net mass for each haul unit since the beginning of the shift; and

(9) Accumulated total net mass for all haul units since the beginning of the shift.

If a printer malfunctions or breaks down, the Contractor may manually weigh and record masses for up to 48 hours provided the method of weighing meets other contract requirements.

Furnish competent scale operators to operate the system.

When platform scales are used, weigh empty haul units at least twice per day.

Use an approved format for the mass records. Submit the original records and a written certification as to the accuracy of the masses at the end of each shift.

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Boise National Forest Engineering

AutoCAD SHX Text Estimated Quantities and Project Notes

AutoCAD SHX Text Sage Hen Rock Crushing

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REGION 4

AutoCAD SHX Text G.Smolik

AutoCAD SHX Text D.Woras

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