C04c_DesignDrawings_ChampionPitCrushing_1240LT27Q0008.pdf

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Attached to
Champion Creek Pit Rock Crushing Supply
Solicitation number
1240LT27Q0008
Issued by

About this file

This document is a Pit Development Plan for the Champion Creek Pit Rock Crushing Project located in the Sawtooth National Forest, Sawtooth National Recreation Area, Custer County, Idaho, prepared by the United States Department of Agriculture Forest Service, Intermountain Region (R04). The plan was drawn and approved on June 30, 2026, with recommendations from Staff Engineer Braidy K. Richins, PE, and Forest Engineer Shawn Robnett, PE.

The development plan establishes operational parameters for rock crushing activities at the Champion Creek Pit site. Key requirements include: all materials and workmanship must comply with federal highway construction standards; all materials and work are subject to inspection and approval by the United States Forest Service Contracting Officer, CO Representative, or other approved personnel; construction equipment must be pressure washed before entering National Forest System lands to prevent transport of noxious weeds, with coordination by the Contracting Officer; contractor damage to the project site must be minimized; existing material stockpiles outside the pit development area must be relocated prior to construction; pit development boundary expansion is limited and flagged on-the-ground by the Contracting Officer; aggregate stockpile areas are flagged on-the-ground prior to work commencement with minimum size specifications; and pit drainage must be sloped to drain water away from the aggregate stockpile and from higher to lower terrain. The plan includes a vicinity map with travel directions from the Sawtooth NRA Ranger Station Office, approximately 13.5 miles south on State Highway 75, then left onto Forest Road #458 for approximately 0.2 miles to the pit location.

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Text version

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS TO CHAMPION CREEK PIT:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

01 COVER SHEET 6/30/2026

02 PIT DEVELOPMENT PLAN

FROM THE SAWTOOTH NRA RANGER STATION OFFICE, HEAD SOUTH ON

STATE HIGHWAY 75 FOR APPROXIMATELY 13.5 ,MILES; TURN LEFT ONTO

FOREST ROAD #458 AND CONTINUE ABOUT 0.2 MILES AFTER VEERING LEFT

TO THE FOREST SERVICE' CHAMPION CREEK PIT.

RECOMMENDED BY:

STAFF ENGINEER

FOREST ENGINEER

DATE

(R04) INTERMOUNTAIN REGION

SAWTOOTH NATIONAL FOREST

CUSTER COUNTY

IDAHO

CHAMPION CREEK PIT ROCK CRUSHING PROJECT

Braidy K. Richins, PE

Shawn Robnett, PE

6/30/2026

DATE

6/30/2026

6/30/2026

X X

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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INTERMOUNTAIN REGION

CHAMPION

CREEK PIT

ROCK CRUSHING

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

PIT DEVELOPMENT PLAN

06/30/2026

B.RICHINS

B.RICHINS

S.ROBNETT

2 2

PLAN VIEW

SCALE IN FEET

CHAMPION CREEK

PIT ACCESS ROAD

STATE HIGHWAY 75

TO STANLEY

FOREST ROAD #458

APPROXIMATE PIT

BOUNDARY LINE

AGGREGATE STOCKPILE LOCATION BOUNDARY

EXISTING STOCKPILED

CHIP MATERIAL

(PROTECT)

PIT DEVELOPMENT BOUNDARY 1

PIT DEVELOPMENT BOUNDARY 2

(PROTECT UNLESS OTHERWISE APPROVED)

TO KETCHUM

300.00' 25.00'

80.00' 320.00' 150.00'

100.00'

250.00'

225.00' 100.00'

75.00' 100.00'

GENERAL NOTES:

PROTECT EXISTING

FENCE & GATE

CHAMPION CREEK PIT

(44.012208 N, 114.829305 W)

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1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14), US CUSTOMARY UNITS, INCLUDING SUPPLEMENTAL SPECIFICATIONS AS MODIFIED FOR THIS PROJECT. 2. ALL MATERIALS AND WORK ARE SUBJECT TO INSPECTION AND APPROVAL BY UNITED STATES FOREST ALL MATERIALS AND WORK ARE SUBJECT TO INSPECTION AND APPROVAL BY UNITED STATES FOREST SERVICE PERSONNEL. THE INSPECTOR, INCLUDING CONTRACTING OFFICER (CO), CONTRACTING OFFICER'S REPRESENTATIVE (COR), OR OTHER APPROVED PERSONNEL, SHALL, AT ALL TIMES, HAVE ACCESS TO THE WORK FOR THE PURPOSE OF INSPECTION AND TESTING, AND THE CONTRACTOR SHALL PREPARE FACILITIES FOR SUCH ACCESS AND SUCH INSPECTION AND TESTING, AS APPLICABLE. 3. ALL CONSTRUCTION EQUIPMENT SHALL BE PRESSURE WASHED BEFORE ENTERING NATIONAL FOREST ALL CONSTRUCTION EQUIPMENT SHALL BE PRESSURE WASHED BEFORE ENTERING NATIONAL FOREST SYSTEM LANDS TO REDUCE/ELIMINATE THE TRANSPORT OF NOXIOUS WEEDS. COORDINATE INSPECTION BY CONTRACTING OFFICER AHEAD OF TIME. 4. THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO THE HIGHEST EXTENT THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO THE HIGHEST EXTENT POSSIBLE TO ENSURE THE LEAST AMOUNT OF DISTURBANCE. DAMAGE TO EXISTING SITE FEATURES OUTSIDE THE DAYLIGHT LINE CONSTRUCTION LIMITS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE FOREST SERVICE. 5. EXISTING MATERIAL STOCKPILES, NOT NOTED TO BE PROTECTED, WILL BE MOVED TO LOCATIONS EXISTING MATERIAL STOCKPILES, NOT NOTED TO BE PROTECTED, WILL BE MOVED TO LOCATIONS AWAY FROM THE PIT DEVELOPMENT AND STOCKPILING AREAS PRIOR TO CONSTRUCTION. 6. PIT DEVELOPMENT BOUNDARY EXCAVATION LIMITS WILL BE FLAGGED ON-THE-GROUND BY THE PIT DEVELOPMENT BOUNDARY EXCAVATION LIMITS WILL BE FLAGGED ON-THE-GROUND BY THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK. ONCE FLAGGED, CONTRACTOR SHALL LIMIT OPERATIONS TO AREA INSIDE PIT DEVELOPMENT BOUNDARY 1 UNLESS ADDITIONAL MATERIAL IS DEEMED NEEDED BY THE CONTRACTING OFFICER TO ACHIEVE AGGREGATE STOCKPILE QUANTITY. COORDINATE APPROVAL OF OPERATING IN PIT DEVELOPMENT BOUNDARY 2 WITH CONTRACTING OFFICER PRIOR TO CONDUCTING ANY EARTHWORK ACTIVITIES IN THIS AREA. FINISHED SLOPES IN ALL PIT DEVELOPMENT BOUNDARIES SHALL NOT EXCEED 2H:1 VERTICAL. 7. AGGREGATE STOCKPILE AREA WILL BE FLAGGED ON-THE-GROUND BY THE CONTRACTING OFFICER AGGREGATE STOCKPILE AREA WILL BE FLAGGED ON-THE-GROUND BY THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT BEGIN STOCKPILING AGGREGATES UNTIL THE 6-INCH MINIMUM DEEP STABLE FLOOR IS APPROVED IN WRITING BY THE CONTRACTING OFFICER. AGGREGATE STOCKPILE SLOPES BETWEEN STOCKPILED LAYERS SHALL BE 1.5H:1V MINIMUM. 8. STRIPPED TOPSOIL/BRUSH MATERIAL FROM PIT DEVELOPMENT BOUNDARIES SHALL BE SALVAGED STRIPPED TOPSOIL/BRUSH MATERIAL FROM PIT DEVELOPMENT BOUNDARIES SHALL BE SALVAGED AND PLACED ON FINISHED SLOPES FOLLOWING CONSTRUCTION. ONLY STRIP MATERIAL IN ONE BOUNDARY AT A TIME. DO NOT STRIP MATERIAL IN PIT DEVELOPMENT BOUNDARY 2 UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER. 9. PIT SHALL BE SLOPED TO DRAIN (2% MIN; 4% MAX) AWAY FROM AGGREGATE STOCKPILE AND FROM PIT SHALL BE SLOPED TO DRAIN (2% MIN; 4% MAX) AWAY FROM AGGREGATE STOCKPILE AND FROM HIGHER TERRAIN TO LOWER TERRAIN TO REDUCE/ELIMINATE ANY STANDING WATER.

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