J-3_LowerShieldsBridgeBarrier_Plans.pdf

VICINITY MAP

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FOREST ENGINEER

REVIEWED:

DATE

CUSTER GALLATIN NATIONAL FOREST

FOREST SUPERVISOR

APPROVED:

DATE

CUSTER GALLATIN NATIONAL FOREST

REGIONAL ENGINEER

APPROVED:

DATE

NORTHERN REGION

LOCATION MAP

DISTRICT RANGER

RECOMMENDED:

DATE

YELLOWSTONE RANGER DISTRICT

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MATERIAL SOURCES

GOVERNMENT SUPPLIED:

Unclassified Borrow

Backfill Riprap

Waste Site

CONTRACTOR SUPPLIED:

Crushed Surfacing

Coarse Granular Backfill

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

CUSTER GALLATIN NATIONAL FOREST

MEAGHER COUNTY, MONTANA

ROAD AND CULVERT PLANS FOR:

NFSR 844 MP 23.07 AND MP 28.52

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

SUMMARY OF QUANTITIES & NOTES

3 SITE PLAN

4 SURVEY & STAKING POINTS

5 DEWATERING PLAN

6 TYPICAL SECTIONS

7 - 8 ROAD PLAN & PROFILE

9 BYPASS CULVERT DETAILS

10 RIVER DIKE PLAN & PROFILE

11 CATTLE GUARD DETAILS

12 BRIDGE GENERAL LAYOUT

13 - 15 THREE-SIDE BOX CULVERT DETAILS

16 STRUCTURE EXCAVATION DETAILS

17 STAGE 1 FOUNDATION PLAN & DETAILS

18 STAGE 2 FOUNDATION PLAN & DETAILS

19 -20 PRECAST END PANEL DETAILS

21 APRON SLAB PLAN & DETAILS

22 WINGWALL DETAILS

23 CHANNEL AND RIPRAP DETAILS

24 RE-WATERING PLAN

XS1 - XS2 ROADWAY CROSS SECTIONS

SUNLIGHT

PIT

CRANDALL

PIT

DRAWING NO. R2178

SHIELDS RIVER

BRIDGE & FISH BARRIER

SUMMARY OF QUANTITIES & NOTES

REGION ONE

SUMMARY OF ESTIMATED QUANTITIES

MOBILIZATION15101 Lump SumLSQ

CRUSHED AGGREGATE, SURFACING, METHOD 2 (CONTRACTOR SOURCE)30809 Cubic YardCQ

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB62201 HourAQ

CONSTRUCTION SURVEYING AND STAKING15221 Lump SumLSQ

REINFORCING STEEL55401 PoundsCQ

13500

GENERAL NOTES

CQ = Contract Quantity; AQ= Actual Quantity; LSQ= Lump Sum Quantity

See Section 109.10 of the Forest Service Supplemental Specifications for METHOD definitions.

REMOVAL, SALVAGING, AND STOCKPILING EXISTING TIMBER BRIDGE20304 EachAQ 1

STRUCTURE EXCAVATION20806 Lump SumLSQ 1

553A01 Lump SumLSQ 1PRECAST CONCRETE THREE-SIDED BOX CULVERT WITH FOOTINGS, DESIGN, FABRICATE, TRANSPORT & INSTALL

UNCLASSIFIED BORROW, ROADWAY EMBANKMENT20404 Cubic YardCQ 1510

GEOCELL27201 Square YardCQ 53

CLASS 4 GROUTED RIPRAP25106 Cubic YardCQ 95

DIKE EMBANKMENT20405 Cubic YardCQ 750

Lump SumLSQ 8EQUIPMENT RENTAL, LARGE DUMP TRUCK62202

SOIL EROSION AND POLLUTION CONTROL15713 LSQ 1Lump Sum

DEWATERING/RE-WATERING15732 LSQ 1Lump Sum

REMOVAL OF INDIVIDUAL TREES20203 AcreCQ 0.90

STRUCTURAL CONCRETE, CLASS A(AE)55201 Cubic YardCQ 103

42" SPAN, 29" RISE PIPE-ARCH, 0.079" THICK60202 Lineal FootAQ 144

Lump SumLSQ 1SEEDING, DRY METHOD (GOVERNMENT FURNISHED SEED)62503

ROCK BLASTING20510 Cubic FeetAQ 200

EXCAVATION, DIVERSION CHANNEL20410B Cubic YardCQ 330

EXCAVATION, STREAM CHANNEL20410A Cubic YardCQ 270

PLACED RIPRAP, CLASS 3 MACHINE PLACED (GOVERNMENT SOURCE)25101 Cubic YardCQ 65

RESET EXISTING CATTLE GUARD61912 Lump SumLSQ 1

Lineal FootAQ 36WOOD POSTS63305

EachAQ 4OBJECT MARKERS63306

553A08 EachAQ 2PRECAST CONCRETE MEMBER, END PANEL (WITH HARDWARE)

CONSERVE, STOCKPILE, AND PLACE TOPSOIL20412 Cubic YardCQ 220

STRUCTURE BACKFILL (GOVERNMENT SOURCE)20810 Cubic YardCQ 450

CONTROL POINT TABLE

CENTERLINE POINTS

RIVER DIKE LAYOUT POINTS

BY-PASS CULVERT DIKE LAYOUT POINTS

STREAM DIVERSION LAYOUT POINTS

SHIELDS RIVER

BRIDGE & FISH BARRIER

SURVEY & STAKING POINTS

REGION ONE

DESIGN POINTSPROJECT CONTROL

SITE PLAN

REGION ONE

PLAN

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SHIELDS

RIVER

DEWATERING PLAN

REGION ONE

SCALE IN FEET

0 10 20

PLAN

PUMP

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PUMP

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DIVERSION CHANNEL TYPICAL SECTION

Not to Scale

TYPICAL SECTIONS & DETAILS

REGION ONE

TYPICAL ROAD SECTION

TYPICAL RIVER DIKE SECTION

TYPICAL CULVERT DIKE SECTION

OBJECT MARKER TYPE 3

UNCLASSIFIED BORROW- EXISTING CUT SLOPE

ROAD PLAN & PROFILE

PLAN

SCALE IN FEET

0 15 30

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PROFILE

REGION ONE

REMOVE AND STOCKPILE THE EXISTING

CRUSHED SURFACING PRIOR TO

CONSTRUCTING THE NEW ROADWAY.

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PLAN

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PROFILE

SHIELDS RIVER

BRIDGE & FISH BARRIER

ROAD PLAN & PROFILE

REGION ONE

SCALE IN FEET

0 15 30

BYPASS CULVERT DETAILS

REGION ONE

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PLAN

CULVERT DIKE PROFILE

CULVERT AND LEAD-OFF DITCH PROFILE

CULVERT DETAIL

CULVERT DIKE SECTION

0+400+801+20

CULVERT DIKE SECTION

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SCALE IN FEET

0 10 20

RIVER DIKE PLAN & PROFILE

REGION ONE

SCALE IN FEET

0 15 30

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PLAN

PROFILE

LOOKING DOWNSTREAM

BRIDGE LAYOUT & FISH BARRIER

CATTLE GUARD DETAILS

REGION ONE

FORMED RAIL SECTION

ELEVATION VIEW

X X X X X X X

X X X X X X X

X X X X X X X

X X X X X X X

NOTES

PLAN VIEW

X X X X X X X

X X X X X X X

X X X X X X X

X X X X X X X

Not to Scale

FOR INFORMATIONAL PURPOSES ONLY.

THE EXISTING CATTLE GUARD WAS

FABRICATED FROM THIS STANDARD

DRAWING. THIS DRAWING HAS BEEN

INCLUDED TO DEPICT ERECTION

DETAILS ONLY.

BRIDGE GENERAL LAYOUT

REGION ONE

SCALE IN FEET

0 5 10

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TYPICAL SECTION

UPSTREAM ELEVATION

SHIELDS

RIVER

Scale: 1" = 10'-0"

PLAN

FABRICATOR DESIGNED

THREE-SIDED BOX CULVERT

REGION ONE

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PRECAST THREE SIDED BOX DESIGN NOTES

PLAN

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TYPICAL SECTION

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THREE-SIDED BOX DETAILS

REGION ONE

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Scale: 1" = 1'-0"

B

Scale: 1" = 1'-0"

Scale: 1" = 1'-0"

Scale: 1" = 1'-0"

FOUNDATION DETAILS

REGION ONE

PLAN SECTION

ELEVATION

BOLTED ALTERNATE

ELEVATION

PLAN SECTION

WELDED ALTERNATE POST-INSTALLED ANCHORS ALTERNATE

MECHANICAL SPLICE DETAIL

TYPICAL PRECAST SEGMENT

PLAN SECTION

STRUCTURE EXCAVATION DETAILS

REGION ONE

ESTIMATED QUANTITIES

STRUCTURAL EXCAVATION & BACKFILL

EXISTING TIMBER BRIDGE

EXISTING TIMBER BRIDGE

THREE-SIDED BOX CULVERT

STAGE 1 FOUNDATION PLAN

REGION ONE

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LONGITUDINAL SECTION THRU CULVERT

TYPICAL PRECAST FOOTING SEGMENT

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Scale: 1/4" = 1'

THREE-SIDED BOX FOUNDATION PLAN (STAGE 1)

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STAGE 2

FOUNDATION PLAN & DETAILS

REGION ONE

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FOUNDATION PLAN (STAGE 2)

WINGWALL ELEVATION TYPICAL WINGWALL ELEVATION

Scale: 1/4" = 1'

Scale: 1/4" = 1'

BRIDGE AND FISH BARRIER

END PANEL PLAN AND DETAILS

REGION ONE

PLAN

Scale: 1/4" = 1'

UPSTREAM ELEVATION

SHIELDS

RIVER

TIE ROD NOTES:

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END PANEL DETAILS

REGION ONE

DOWNSTREAM END PANEL ELEVATION

UPSTREAM END PANEL ELEVATION

Scale: 1/4" = 1'

Scale: 1/4" = 1'

TIE ROD ANCHOR POCKECT

SPLICED REBAR DETAIL

APRON SLAB PLAN AND DETAILS

REGION ONE

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APRON SLAB PLAN

Scale: 1/4" = 1'-0"

Scale: 1/4" = 1'-0"

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8"

10"

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WINGWALL DETAILS

REGION ONE

8"

12"

Scale: 3/8" = 1'-0"

41"

WINGWALL ELEVATION

Not to Scale

11-1/2"

12"

7 8

CHANNEL AND RIPRAP DETAILS

REGION ONE

RIPRAP AND CHANNEL PLAN

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Scale: 1/4" = 1'

Scale: 1/4" = 1'

Scale: 1/4" = 1'

Scale: 1/4" = 1'

Scale: 1/4" = 1'

RE-WATERING PLAN

REGION ONE

SCALE IN FEET

0 10 20

PLAN STAGE 1 (To EL ± 6366)

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PLAN STAGE 2 (EL ± 6366 to EL. 6368)

SCALE IN FEET

0 10 20

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Not to Scale

DIVERSION CHANNEL BACKFILL NOTES:

NFSR 844 MP ##.#

ROAD CROSS SECTIONS

UPPER SHIELDS RIVER

3203 Russell Street, Missoula, Montana 59801-8591

Phone 406/721-4320 Fax 406/549-6371

NFSR 844 MP ##.#

ROAD CROSS SECTIONS

UPPER SHIELDS RIVER

3203 Russell Street, Missoula, Montana 59801-8591

Phone 406/721-4320 Fax 406/549-6371