04_Shortline_Bridge611-06.08_Plans.pdf

LOCATION MAP

ENGINEERS

PLANNERS

SURVEYORS

KALISPELL

GLASGOW

GREAT FALLS

MISSOULA

HELENA

BILLINGS

HARDIN

BOZEMAN

DILLON

DEERLODGE

BUTTE

PROJECT

LOCATION

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

CUSTER GALLATIN NATIONAL FOREST

HEBGEN LAKE RANGER DISTRICT

GALLATIN COUNTY, MONTANA

CONSTRUCTION PLANS FOR:

YELLOWSTONE SHORTLINE

(RAIL) TRAIL BRIDGE

NFSR 611 MP 6.08

VICINITY MAP

MATERIAL SOURCES

GOVERNMENT FURNISHED

waste site riprap

YELLOWSTONE

NATIONAL

PARK

DISTRICT RANGER

HEBGEN LAKE RANGER DISTRICT

RECOMMENDED:

DATE

FOREST ENGINEER

CUSTER GALLATIN NATIONAL FOREST

REVIEWED:

DATE

FOREST SUPERVISOR

CUSTER GALLATIN NATIONAL FOREST

APPROVED:

DATE

REGIONAL ENGINEER

NORTHERN REGION

DATE

R 5E

R 4E

T14S T13S

BRIDGE

611-6.08

NFST 611

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

ESTIMATED QUANTITIES &

GENERAL NOTES

3 SITE PHOTOS

TRAIL TYPICAL SECTION &

POINT TABLES

5 TRAIL PLAN & PROFILE

6 BRIDGE GENERAL LAYOUT

7 FOUNDATION PLAN

8 RIPRAP PLAN

9 - 10 ABUTMENT DETAILS

XS1 - XS2 TRAIL CROSS SECTIONS

TRAIL 611

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

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REGION 1

NORTHERN REGION

ESTIMATED

QUANTITIES &

GENERAL LAYOUT

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

SPECIFICATIONS: Construct the project in compliance with

Federal Highway Administration Standard Specifications for

Construction of Road and Bridges on Federal Highway Projects

(FP-14) and applicable Forest Service Supplemental

Specifications (FSSS).

DEWATERING & EROSION CONTROL PLAN: Submit a

Dewatering and Soil Erosion and Sediment Control Plan to the

Contracting Officer for approval at least seven (7) days prior to beginning work. See Section 157 of the Supplemental

Specifications for details. Construct temporary means to divert the flow of the live stream as necessary to perform work. Do not pump water from excavations directly into the live stream.

STREAM CROSSINGS: The Contractor is allowed to cross the live stream during construction.

CONCRETE: Use Class A(AE) Concrete for Precast members.

The required 28-day compressive strength (F'c) is 5,000 psi with an entrained air content of 5% ± 1%. Finish all precast elements with an ordinary surface finish. Make all concrete in accordance with an approved mix design. Chamfer all exposed edges of concrete 3/4" and fillet all acute angles 3" unless otherwise noted.

REINFORCING STEEL: Use reinforcing steel of the deformed type conforming to AASHTO M31 (ASTM A615) Grade 60.

Concrete cover is as shown; where not shown it must conform to AASHTO. Cut and bend reinforcing steel in conformance with ACI 315. Lap splice bars 2' min.

HARDWARE AND STRUCTURAL STEEL: Use shapes, plates and bars meeting the requirements of ASTM A36, unless otherwise specified in these plans. Use hardware meeting the requirements of ASTM A325, except as noted in the drawings.

GENERAL NOTES

CQ= Contract Quantity (See SECTION 109.02(b) of the STANDARD SPECIFICATIONS)

SUMMARY OF ESTIMATED QUANTITIES

ITEM

NO.

ITEM DESCRIPTION UNIT

QUANTITY

COMMENTS

15101C MOBILIZATION

Lump Sum

ALL

15201C

CONSTRUCTION SURVEY AND STAKING, METHOD 1,

TOLERANCE A

Lump Sum

ALL

LICENSED SURVEYOR REQUIRED

15713C SOIL EROSION & POLLUTION CONTROL

Lump Sum

ALL

INCLUDES DEWATERING. SEE GENERAL NOTES.

20411C UNCLASSIFIED BORROW EXCAVATION Cubic Yard 75 CQ

COMMERCIAL SOURCE. IN-PLACE QUANTITY, NOT

ADJUSTED FOR SHRINK/SWELL. INCLUDES STRIPPING,

CONSERVING AND SPREADING TOPSOIL AT BORROW

SOURCE. SEE COVER SHEET.

20802C FOUNDATION FILL Cubic Yard 20 CQ

COMMERCIAL SOURCE. IN-PLACE QUANTITY NOT

ADJUSTED FOR SHRINK/SWELL. COMPACTION TESTING

REQUIRED

20806C STRUCTURE EXCAVATION

Lump Sum

All

INCLUDES SUBEXCAVATION FOR FOUNDATION FILL AND

ALL TRAIL WORK TO SUBGRADE

25101C

PLACED RIPRAP, CLASS 4

Cubic Yard 190 CQ

USE ROCK AS AVAILABLE ALONG TRAIL. INCLUDE COST

FOR COLLECTING AND HAULING ROCK IN COST OF

RIPRAP

25107C MORTARED RIPRAP FOR OUTLET SLOPES Cubic Yards 12 CQ

25208C SCULPTED ROCK WALL Linear Foot 100 CQ

USE ROCK AVAILABLE ALONG THE TRAIL. MINIMUM

ROCK SIZE AS SHOWN IN DETAILS.

27201C GEOCELL FOUNDATION STABILIZATION, 6" DEPTH Square Yard

19 CQ

CONTRACTOR FURNISHED COARSE GRANULAR

BACKFILL. INCLUDES GEOTEXTILE.

55217C

PRECAST CONCRETE MEMBER, ABUTMENT

Each 2

INCLUDES REINFORCING STEEL. INCLUDES ALL

REQUIRED TESTING

57101C

STEEL PRE-FABRICATED BRIDGE SUPERSTRUCTURE -

DESIGN, FABRICATE, TRANSPORT, AND INSTALL

Lump Sum

ALL

INCLUDES TIMBER DECKING

62201C

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB

Hours 16

62202C

EQUIPMENT RENTAL, LARGE DUMP TRUCK

Hours 16

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PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

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REGION 1

NORTHERN REGION

SITE PHOTOS

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

LOOKING AHEAD ON-LINE

EXAMPLE OF POTENTIAL ROCK SOURCE - MP 5.9

LOOKING BACK ON-LINE

STREAM CHANNEL (DRY AT TIME OF SURVEY)

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CP-202

CP-203

CENTERLINE POINTS

POINT #

NORTHING

132510.0211

132493.7430

132484.3551

132478.2508

132466.0422

132459.9379

132444.9085

132439.5902

132381.1245

132360.7768

132354.6725

132342.4639

132336.3596

132314.6834

EASTING

1535199.9901

1535188.3702

1535181.6688

1535177.3113

1535168.5964

1535164.2390

1535153.5105

1535149.7141

1535107.9793

1535093.4544

1535089.0970

1535080.3821

1535076.0246

1535060.5514

ELEVATION

6788.11

6788.53

6788.90

6789.19

6789.77

6789.99

6790.34

6790.40

6790.40

6790.08

6790.10

6790.29

6790.40

6790.79

DESCRIPTION

STA 320+60

STA 320+80

STA 320+91.53

STA 320+99.03

STA 321+14.03

STA 321+21.53

STA 321+40

STA 321+46.53

STA 322+18.37

STA 322+43.37

STA 322+50.87

STA 322+65.87

STA 322+73.37

STA 323+00

LAYOUT POINTS

POINT #

NORTHING

132438.6406

132382.0741

EASTING

1535149.0363

1535108.6571

ELEVATION

6786.11

6786.11

DESCRIPTION

ABUTMENT 1 LAYOUT

ABUTMENT 2 LAYOUT

CONTROL POINT TABLE

POINT #

CP-202

CP-203

NORTHING

132450.86

132572.98

EASTING

1535148.79

1535242.18

ELEVATION

6788.44

6787.33

DESCRIPTION

SET-RPC

SET-RPC

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 6/2

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REGION 1

NORTHERN REGION

TRAIL TYPICAL

SECTION & POINT

TABLES

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

LEGEND

EXISTING FEATURES

Existing Edge of Water

Major Contour (5')

Minor Contour (1')

Existing Top of Bank

PROJECT CONTROL

Scale: 1" = 100'

New Crossing for

666-6.08 Bridge

CONTROL POINTS

* Abutment layout points are bottom of abutment elevations.

ABUTMENT LAYOUT POINTS

* Centerline Points are at Profile Grade at stations shown.

TRAIL CENTERLINE POINTS

F

L

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* SET-RPC = Set Rebar with DJ&A Red Plastic Cap

TRAIL TYPICAL SECTION

Not to Scale

Centerline

Trail

Profile Grade

Clearing Limits

Clear to: Toe of fill, Cut daylight, or 5' min. shown.

1.5

1.5

Native Fill

Material, Typ.

5'-0" 5'-0"

10'-0"

1'-0" 1'-0" 5'-0" min.5'-0" min.

0% 0%

Asphalt Concrete

Crushed Aggregate Base

OBJECT MARKERS: Use 12"x 36" Type 3 object markers colored yellow and black cut to the width of the Truss Chord. Use material meeting MUTCD OM-3L or OM-3R specifications. Fasten to truss with (2) 1/4" Ø vandal resistant self tapping screws.

OBJECT MARKER TYPE 3

Not to Scale

Steel Top

Chord, Typ.

Bridge

Superstructure

Warning Signs and Markers

Match Truss Width

Bridge

Abutment

Class 2 Seperation Geotextile Filter

(714.01) 25' Each Side of Bridge, Cost to be Included in Bid Item for Crushed

Aggregate Base, Typ.

Asphalt and Crushed Aggregate Base per Trail Plans.

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320+50 321+00 322+00 323+00321+00 322+00 323+00

P T

STA:322+73.37

STA:322+50.87

STA:322+43.37

STA:320+91.53

STA:320+99.03

STA:321+21.53

320+50 321+00 322+00 323+00 323+10

1.4 6%

-1 .7

1.00%

1.48%

4.31%

S T A

E L

STA = 321+46.33

EL = 6790.40

S T

E

S T

E

PVI STA: 322+43.17

PVI ELEV: 6789.96

K: 9.34

LVC: 30.00

B V C S

B V C E

E V C S

E V C E

LOW PT. STA: 322+44.51

LOW PT ELEV: 6790.08

PVI STA: 320+81.33

PVI ELEV: 6788.42

K: 14.10

LVC: 40.00

B V C S

B V C E

E V C S

E V C E

PVI STA: 321+21.33

PVI ELEV: 6790.15

K: 12.08

LVC: 40.00

B V C S

B V C E

E V C S

E V C E

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 6/2

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REGION 1

NORTHERN REGION

TRAIL PLAN &

PROFILE

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

PROFILE

Scale: 1" = 20'

PLAN

SCALE IN FEET

0 10 20

Existing Ground at

Centerline Trail

Centerline Trail

Finished Grade

STA 320+60

BEGIN TRAIL WORK

MATCH EXISTING

(BEGIN ASPHALT)

STA 323+00

END TRAIL WORK

MATCH EXISTING

(END ASPHALT)

5 CY Cut, 47 CY Fill 2 CY Cut, 32 CY Fill

F

L

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' 1

CP-203

New Edge of Asphalt

Centerline Trail

15'

15'

New Truss

Bridge

Precast Concrete

Abutments, Typ.

Toe of

Fill, Typ.

Centerline

Proposed Trail

Finished Grade, Typ.

TRAIL CONSTRUCTION NOTES:

1. Quantities shown are in-place, calculated to subgrade and not adjusted for shrink/swell.

2. Construct trail embankment in accordance with

FP-14 Section 204.

3. Use imported Unclassified Borrow (Item 20411) to construct trail embankment.

4. Haul & dispose excess/unsuitable material to the waste site designated by the CO.

Outline Rock

Wall, Typ.

25' Typ. Each End

Sculpted

Rock, Typ.

Place Mortared Riprap, 2' deep, on slope as

Directed by CO at low point of Sag Curve, Typ.

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322+00

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 6/2

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REGION 1

NORTHERN REGION

BRIDGE GENERAL

LAYOUT

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

Existing Ground at

Centerline Trail

69.50'

CL Abutment to CL Abutment

Centerline

Abutment 1

FG EL = 6790.40

Centerline Trail

Finished Grade

(FG)

SCALE IN FEET

0 10 20

PLAN

ELEVATION

Scale: 1" = 20'

70' Total Truss Length

New Edge of Asphalt

New Truss

Bridge

Centerline

Trail

Class 4 Riprap, Typ.

Precast Concrete

Abutments, Typ.

Class 4 Riprap, Typ.

See Sheet 8.

Centerline

Abutment 2

FG EL = 6790.40

Precast Concrete

Abutments, Typ.

18'

Toe of Fill, Typ.

Weathering Steel

Non-Parallel Chord

Truss Bridge

S

F

M

D

I

S

O

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R

I

V

E

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Type 3 Object

Markers, Typ.

(1 ea. corner)

Sculptured

Rock, Typ.

Sculpted Rock, Typ.

See DETAIL A/8.

Type 3 Object

Markers, Typ.

See Detail

Sheet 4.

M i n

A t

E n d o f

B r i d g e

12'-0"

Steel Top

Chord, Typ.

Steel Bottom

Chord, Typ.

Steel Diagonal

Truss Member, Typ.

V a r i e s

Steel Stringer, Typ.

Steel

Floorbeam

TYPICAL SECTION

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

Toe Plate, Typ.

1-1/2" Ipe' Timber

Decking, Typ.

SUPERSTRUCTURE: The information provided on this sheet and in the notes are intended to show the general configuration, materials, and loading requirements for the bridge superstructure. The superstructure must incorporate the elements shown in the TYPICAL SECTION on this sheet, and conform to the dimensions shown. Fabricate all top and bottom chords, verticals, and diagonals, from square or rectangular weathering steel tubing. Detailed shop drawings and design calculations for the final bridge design must be submitted for review a minimum of 6 weeks prior to fabrication. Refer to The Forest Service Supplemental

Specifications, Section 555, for additional requirements.

DESIGN: The design of all prefabricated bridge superstructure elements shall comply with the AASHTO

"LRFD Guide Specifications for Design of Pedestrian Bridges", 2009, and AASHTO LRFD Bridge Design

Specifications, 8th edition, with current interims. The final design shall be prepared by a licensed professional engineer whose signed seal shall be on the design documents.

Design notes as follows:

90 psf Pedestrian Live Load

20,000 lbs. Vehicular Live Load (H10)

165 psf Ground Snow Load

All other loads, combination of loads, deflection criteria, etc. shall be as specified in the Guide Specifications for Design of Pedestrian Bridges. Provide camber for 100% of the full dead load deflection plus 1% of the full length of the bridge.

STEEL FABRICATION: The steel bridge truss shall be fabricated by a plant with AISC-Intermediate Bridge

Certification.

MATERIALS: Steel: Use steel shapes, plates and bars of weathering steel conforming to ASTM A588 or

ASTM A242. Use hollow steel shapes of weathering steel conforming to ASTM A847 or ASTM A606 (Fy=

50,000 psi). Minimum steel thicknesses shall be as specified in the Guide Specifications for Design of

Pedestrian Bridges. Use high strength bolts conforming to AASHTO M164, Type 3, unless noted otherwise.

All welding shall conform to the Bridge Welding Code, AWS D1.5.

Timber Decking: Furnish decking of untreated, responsibly-sourced, Ipe (Tabebuia Spp Lapacho Group).

Design properties are to be in accordance with U.S. Forest Products Laboratory publication; "Tropical

Timbers of the World".

PREFABRICATED SUPERSTRUCTURE NOTES:

Note: Chords of Truss are NOT parallel.

1-1/4"Ø galv. steel

Handrail, Typ.

Safety Rail, Typ.

T y p

T y p

T y p

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322+00

Layout Pt.

Layout Pt.

EL 6786.11

Abutment

EL 6785.61

Geocell

EL 6786.11

Abutment

EL 6785.61

Geocell

NOTES:

1. All dimensions are typical.

2. Layout points are shown on Sheet 4.

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 6/2

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REGION 1

NORTHERN REGION

FOUNDATION PLAN

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

SCALE IN FEET

0 5 10

PLAN

SECTION

Not to Scale

ABUTMENT 1

G e o c e l l

1 2

1 2

69.50'

Centerline Bearing to Centerline Bearing

2'-2" 2'-2"

4'-4"

A b u t m e n t

1 2

1 2

1'-2" 1'-2"

2'-4"

Outline of

Geocell, Typ.

Outline of

Abutment, Typ.

S T A

C e n t e r l i n e

B e a r i n g

A b u t m e n t

S T A

C e n t e r l i n e

B e a r i n g

A b u t m e n t

Centerline Trail

A

SECTION

Not to Scale

ABUTMENT 2

Existing

Ground

Upstream

End

Downstream

End

Centerline Trail

Centerline Structure

Precast Concrete

Abutment

Existing

Ground

Upstream

End

Downstream

End

Centerline Trail

Centerline Structure

Precast Concrete

Abutment

S

F

M

D

I S

O

N

R

I V

E

R

GEOCELL NOTES:

1. Place Geocell on undisturbed subgrade or compacted structural backfill.

2. Install Geocell in accordance with Forest Service Supplemental

Specifications (FSSS) 272.06, holding lines and grades in place with suitable side forms (i.e. "stretcher frames" or steel stakes) to ensure cells are expanded to the minimum dimension required by the manufacturer.

3. Backfill Geocell with coarse granular backfill per FSSS Subsection

703.03(c).

4. Place Class 1, Type A Separation Geotextile under Geocell and wrap over top after backfilling (incidental to Item 27201).

5. Extend Geocell 1' minimum beyond limits of grade beam on all sides.

TYPICAL GEOCELL

A

DETAIL

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

Bridge

Superstructure

Precast Concrete

Abutment.

See Abutment Details

4'-4" Geocell

See Geocell Note 1

1'-0"

Typ.

Finished Grade

Geotextile

See Note 4

(1) Layer of 6"

Geocell

6'-4" Subexcavation

& Backfill

S u b e x c a v a t i o n

17'-3" Abutment

1'-0" 1'-0"

6"

Geocell

19'-3" Geocell

2'-0"

Subexcavation

17'-3" Abutment

1'-0" 1'-0"

6"

Geocell

19'-3" Geocell

2'-0"

Subexcavation

Subexcavate to 2' below bottom of geocell and 1' beyond the edges of geocell. Backfill with Foundation Fill, Item 20802.

Foundation Fill

Foundation

Fill

Foundation

Fill

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322+00

EL 6775.47

Riprap

EL 6775.47

Riprap

EL 6786.11

Abutment

EL 6786.11

Abutment

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 6/2

1 1 1:

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6- 6.0

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N.

DW

G;

REGION 1

NORTHERN REGION

RIPRAP PLAN

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

F

L

O

W

SCALE IN FEET

0 10 20

PLAN

SECTION

Scale: 1" = 10'

TYPICAL RIPRAP LAYOUT

B e n c h

B e n c h

3'

Varies 17.1'

9' 9'

17.1'18' Varies

3'

'6

9'9'

8'

8.4'

7'

Class 4 Riprap, Typ.

Class 4 Riprap, Typ.

Precast Concrete

Abutments, Typ.

Precast Concrete

Abutments, Typ.

Centerline Trail

Existing Ground

Blend Bench Into Existing

Ground, Typ. Each Corner of Abutment.

H

V

H

V

1.5H:1V, Typ.

TYPICAL SCULPTED ROCK

A

DETAIL

Not to Scale

Asphalt Trail

±4'-0"

Existing Ground

Representative

Finished Ground

Crushed Base

Native Material (Fill)

Scupted Rock.

Minimum dimensions to be 3' x 3' x 5' long.

Use mechanical means to sculpt "flat" surfaces for all exposed faces.

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DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 3/2

1 1 5:

A

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ON

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REGION 1

NORTHERN REGION

ABUTMENT DETAILS

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

ABUTMENT PLAN

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

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

ABUTMENT ELEVATION

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

LOOKING BACK ON-LINE

ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR

SECTION

Scale: 3/4" = 1'-0"

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

ABUTMENT REINFORCEMENT

Symmetrical about

Centerline Structure

Centerline

Bearing

17'-3"

1'-10"

6'-9

6'-3"

2'-4

Steel Cap

Plate

See DETAIL

B

10" Typ.

Steel Cover

Plate

See DETAIL

C

2'-7

6'-0"

Ipe' Timber

Decking

Horizontal

U-Bar, Typ.

Bridge Anchor Bolts

& Bearing per

Fabricator

5'-6"

A

Steel Truss

Precast Concrete

Abutment

Abutment to

Bridge

Superstructure

Connection

See DETAIL

A

Ipe' Timber

Decking

Steel Bottom

Chord

Toe Plate

Steel

Floorbeam

Steel Stringer

Bridge Anchor Bolts

& Bearing per

Fabricator

Precast Concrete

Abutment

See DETAIL

A

A

DETAIL

Scale: 3/4" = 1'-0"

P e r

F a b r i c a t o r

U s e d f o r

D e t a i l i n g

10" 4"

(3) Equal Spaces

(4) #8 Bars Top & Bottom

#4 Bar, Each Face

2"

Clr. Typ.

2'-4"

24"

#4 Hoop

14"

E q u a l

S p a c e s

H o r i z o n t a l

U

B a r

#4 Vert. at 12" oc.

#4 Horizontal

U-Bar, Typ.

16'-10"

10"

Steel Cap

Plate

See DETAIL

B

A

2"

(10) Spaces at 6" oc. = 5'-0" (3) Spaces at 12" oc. 3'-0"

Finish Grade

Stream Face of Abutment

Fill To Spill

Around End of Abutment

Fill Slope

Behind

17'-3" Out-to-Out Abutment

Steel Cap

Plate

See DETAIL

B

(14) #4 Hoops

(Symmetrical About CL Structure)

Symmetrical about

Centerline Structure

Precast Concrete

Abutment

Steel Handrail

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PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OF

SHEET

United States Department of Agriculture Forest Service

1/1 3/2

1 1 5:

A

MM

ON

F :\7

7 O

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N

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IN

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W G;

REGION 1

NORTHERN REGION

ABUTMENT DETAILS

Jan-21

A. GROESBECK

A. GROESBECK

M. JENSEN

YELLOWSTONE

CUSTER GALLATIN

HEBGEN LAKE

SHORTLINE

(RAIL) TRAIL

RANGER DISTRICT

NATIONAL FOREST

BRIDGE 611-6.08

ABUTMENT TO BRIDGE SUPERSTRUCTURE CONNECTION

A

DETAIL

Scale: 1 1/2" = 1'-0"

CAP PLATE

B

DETAIL

Scale: 3/4" = 1'-0"

COVER PLATE

C

DETAIL

Scale: 3/4" = 1'-0"

Precast Concrete

Abutment

1/2"Ø A325 Bolt

(Countersunk)

Ipe' Timber Decking

Steel Cap

Plate

Loop Ferrule

Insert

Field Cut 2" x 4"

As Required

1/8"

Beveled

Edge

1/8"

Beveled

Edge

9/16"Ø Countersunk

Hole, Typ.

A

A

1/2" Plate

See DETAIL

B

Steel Cover Plate

See DETAIL

C

Steel Stringer

SECTION A-A

5"

3"

1"

1 2

6"

(8) Spaces at 15" oc. = 10'-0"

6"

11'-0"

9/16"Ø Countersunk

Hole, Typ.

SECTION A-A

1'-0"

(8) Spaces at 15" oc. = 10'-0"

Loop Ferrule Spacing

1'-0"

" 4

12'-0"

A

A

3" Typ.

C10x15.3

1/2" x 4" Headed

Concrete Anchor, Typ.

Loop Ferrule

Insert, Typ.

Headed Concrete

Anchor, Typ.

Note: Loop Ferrule Insert not shown for clarity.

(9) Spaces at 15" oc. Staggered = 11'-3"

Headed Concrete Anchor Spacing

Steel

Floorbeam

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320+60.00

320+80.00

320+91.53

320+99.03

321+14.03

321+21.53

321+40.00

321+46.53

6' 6'

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

Match Existing Cross Slopes

Typical Cross Slopes

1.5

Typical Fill Slope

1.5

Existing Ground, Typ.

Mortared Riprap

Slope, Typ.

6' 6'

6.5' 6'

10.5' 6'

10.5' 6'

6.5' 6'

6' 6'

6' 6'

0.0% 0.0%

BRIDGE 611-6.08

TRAIL CROSS SECTIONS

YELLOWSTONE SHORTLINE TRAIL

ENGINEERS

PLANNERS

SURVEYORS

AutoCAD SHX Text

PREPARED BY :

SHEET XS1 OF XS2

321+47.70

322+17.20

322+18.37

323+00.00

322+43.37

322+50.87

322+65.87

322+73.37

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20

Typical Cross & Fill Slopes

6' 6'

6' 6'

Match Existing Cross Slopes

1.5

1.5

Existing Ground, Typ.

Finished Ground at Bridge, Typ.

Mortared Riprap

Slope, Typ.

6' 6'

10.5' 6'

10.5' 6'

6.5' 6'

6' 6'

0.0%0.0%

6.5' 6'

BRIDGE 611-6.08

TRAIL CROSS SECTIONS

YELLOWSTONE SHORTLINE TRAIL

ENGINEERS

PLANNERS

SURVEYORS

AutoCAD SHX Text

PREPARED BY :

SHEET XS2 OF XS2