6_FishhookPlans_2018_01_12.pdf

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400 North 34th Street, Suite 100

Seattle, Washington 98103

P.O. Box 300303

(206) 632-8020 FAX: (206) 633-6777

SUMMARY OF ESTIMATED QUANTITIES

ITEM DESCRIPTION

MEASUREMENT PROJECT

TOTALMETHOD UNIT

ROCK SCALING CREW AQ Hour 40

ROCK DOWELS AQ Each 406

SHOTCRETE AQ Linear Feet 180

SHOTCRETE (OPTIONAL) AQ Linear Feet 240

MOBILIZATION LSQ Lump Sum 1

AQ = Actual Quantity; LSQ = Lump Sum Quantity

GENERAL NOTES

1. SPECIFICATIONS: Construct the project in compliance with FP-03 U.S. Customary Units and applicable special provisions.

2. HEALTH AND SAFETY PLAN: Submit a Health and Safety Plan for review prior to beginning any work.

The plan must demonstrate the intended methods for conformning to OSHA regulations. The plan must cover all work in the tunnel.

3. ROCK SCALING HOURS: Hours for rock scaling have been estimated from the tunnel length shown on

Sheet 2 and a production rate of approximately 100 feet/8-hour day. The production rate is based on the two person crew size specified in Section 214 of the Special Project Specifications.

4. Installation of 1,760 linear feet of 12-inch-wide drainage mat is incidential to the shotcrete; there is no separate measurement provided.

5. Pressure washing is incidential to the scaling; there is no separate measurement provided.

6. DISPOSAL: All materials designated for removal become the property of the Contractor and are to be disposed of by removing from site in an environmentally safe manner in accordance with all Local, State and Federal requirements.

7. Disposal of debris is incidential to the scaling; there is no separate measurement provided.

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REGION ONE

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IDAHO PANHANDLE

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DRAWING DATE: __________

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DCW

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JANUARY 12

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NATIONAL FOREST

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FISHHOOK TUNNEL REMEDIATION

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SUMMARY OF ESTIMATED QUANTITIES AND NOTES

TUNNEL 1

LEGEND

SHOTCRETE ONLY AROUND FULL TUNNEL PERIMETER (OPTIONAL)

SHOTCRETE AND PATTERN ROCK DOWELS AROUND FULL TUNNEL PERIMETER

SHOTCRETE AND PATTERN ROCK DOWELS IN TUNNEL CROWN

TUNNEL

FISHHOOK

TOTAL

LENGTH (FT)

AVERAGE

WIDTH (FT)

AVERAGE

HEIGHT (FT)

23 30

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(206) 632-8020 FAX: (206) 633-6777

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1. Locations of work shown are approximate. Actual locations to be Locations of work shown are approximate. Actual locations to be determined by the Contracting Officer. 2. Exposed rock shall be cleaned with a pressure washer and loose rock Exposed rock shall be cleaned with a pressure washer and loose rock scaled from the tunnel perimeter prior to the placement of shotcrete. Do not allow wash water to enter Fishhook Creek. 3. Rock scaling shall be performed along the entire tunnel length prior to Rock scaling shall be performed along the entire tunnel length prior to installation of rock dowels. 4. Pattern rock dowels are rock dowels installed at a 5' by 5' spacing. Pattern rock dowels are rock dowels installed at a 5' by 5' spacing. Location of rock dowels shown are approximate. 5. Rock dowel and drainage mat installation shall be performed prior to Rock dowel and drainage mat installation shall be performed prior to application of shotcrete.

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REGION ONE

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SHEET 2 OF 5

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IDAHO PANHANDLE

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DRAWING DATE: __________

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JANUARY 12

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NATIONAL FOREST

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FISHHOOK TUNNEL REMEDIATION

TUNNEL SCALING AND NOTES

ROCK FACE

15 FEET LENGTH

TRUMPET

POLYETHYLENE

SLEVE

GROUT INSIDE

HOLE

NUT

DOME-SHAPED

GROUTING

ADAPTER

DOMED PLATE

DRILLED HOLE

MECHANICAL SHELL

4" DIMENSION

FULLY CEMENT-GROUT

ENCAPSULATED BOLT

NEW ROCK DOWEL

(TYP.)

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400 North 34th Street, Suite 100

Seattle, Washington 98103

P.O. Box 300303

(206) 632-8020 FAX: (206) 633-6777

NOTES

1. Stationing shown is approximate.

2. Location of rock dowels are approximate. Shown for illustration purposes only.

3. Rock dowels not shown to scale.

4. Incorporate Nelson studs or rebar spiders on domed plate (not shown).

5. CT-bolt shown in Rock Dowel Detail for illustration purposes only. Refer to the specifications for the allowable dowel types.

6. Minimum Axial Design Load for the rock dowels is defined in the specifications.

7. The Alignment Load for the rock dowels is 5 to

10% of the Design Load.

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TUNNEL SECTION ROCK DOWEL REINFORCEMENT

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ROCK DOWEL DETAIL TYPICAL FULL COLUMN CEMENT GROUTED CT-BOLT DETAIL

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NATIONAL FOREST

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FISHHOOK TUNNEL REMEDIATION

ROCK DOWEL INSTALLATION AND NOTES

NEW 4-INCH-THICK STEEL-FIBER

REINFORCED SHOTCRETE

NEW ROCK DOWEL (TYP.)

ROCK FACE

MIRADRAIN G100W

DRAINAGE COMPOSITE

NEW 4-INCH-THICK

STEEL-FIBER

REINFORCED

SHOTCRETE

NEW ROCK

DOWEL (TYP.)

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SHOTCRETE DETAIL

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SHOTCRETE DETAIL

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1. Locations of rock dowels shown are approximate. Shown for illustration purposes only. Locations of rock dowels shown are approximate. Shown for illustration purposes only. 2. Rock dowels not shown to scale. Rock dowels not shown to scale. 3. Install rock dowels, domed plate with Nelson studs or rebar spiders, and hex nut prior to shotcrete application. Install rock dowels, domed plate with Nelson studs or rebar spiders, and hex nut prior to shotcrete application. 4. Install drainage mat prior to shotcrete application. Install drainage mat prior to shotcrete application.

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NATIONAL FOREST

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FISHHOOK TUNNEL REMEDIATION

SHOTCRETE APPLICATION AND NOTES

NEW 4-INCH-THICK

STEEL-FIBER

REINFORCED

SHOTCRETE

NEW SPILING BOLT

(TYP.)

NEW 4-INCH-THICK

STEEL-FIBER

REINFORCED

SHOTCRETE

NEW SPILING BOLT

(TYP.)

NEW ROCK DOWEL

(TYP.)

NEW ROCK DOWEL

(TYP.)

NEW SPILING

BOLT

TUNNEL CROWN

NEW 4-INCH-THICK STEEL-FIBER

REINFORCED SHOTCRETE

PORTAL FACE

NEW ROCK

DOWEL (TYP.)

5°

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FISHHOOK TUNNEL REMEDIATION

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SPILING BOLT APPLICATION AND NOTES

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1. Locations of rock dowels and spiling bolts shown are approximate. Shown for illustration purposes only. Locations of rock dowels and spiling bolts shown are approximate. Shown for illustration purposes only. 2. Rock dowels not shown to scale. Rock dowels not shown to scale. 3. Install spiling bolts, rock dowels, domed plate with Nelson studs or rebar spiders, and hex nut prior to Install spiling bolts, rock dowels, domed plate with Nelson studs or rebar spiders, and hex nut prior to shotcrete application. 4. Install spiling bolts 5 upward from horizontal. Install spiling bolts 5° upward from horizontal.5. Install drainage mat prior to shotcrete application. Install drainage mat prior to shotcrete application. 6. Use specified rock dowels as spiling bolts.Use specified rock dowels as spiling bolts.