1240BH24R0008 - Project Drawings.pdf

BRIDGE SITE

SHEET of

United States Department of Agriculture Forest Service

WHISKEY CREEK BRIDGE REHABILITATION

RECOMMENDED BY:

APPROVED:

REHLM Staff Officer

Date

Date

Director of Engineering Date

Project Manager Date

RO Structural Engineer

OREGON

JOSEPHINE COUNTY

PACIFIC NORTHWEST REGION

ROGUE RIVER-SISKIYOU NATIONAL FOREST

WILD RIVERS RANGER DISTRICT

PROJECT SITE

DRAWING INDEX

TITLESHEET

TITLE SHEET

VICINITY MAP2

R34865 - 2 TYPICAL SECTIONS4

ROADWAY CROSS-SECTIONS

7 R34865 - 5 SUPERSTRUCTURE

R34865 - 3 PLAN & PROFILE

R34865 - 1 ESTIMATED QUANTITIES AND GENERAL NOTES

R34865 - 7 ABUTMENT DETAILS

R34865 - 4 GENERAL LAYOUT

TOTAL NUMBER OF SHEETS = 11

Lat. 42.0224, Long. -123.7741

PROJECT SITE

FSR 4402000 - MP 5.4

(STRUCTURE NO. 061104000001062)

R34865 - 6 SUPERSTRUCTURE DETAILS

ROADWAY CROSS-SECTIONS10

Lat. 42.0224, Long. -123.7741

District Ranger Date

RIV

ER

Cave

O

Holland

O'Brien

Waldo

Junction

DEL NORTE CO S

Takilma

E CO

Fort Briggs

Browntown

Bridgeview

JO

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IN

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C U

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BRIDGE SITE

LEGEND

FOREST COLLECTOR ROAD

COUNTY ROAD

WHISKEY CREEK BRIDGE REHABILITATION T.41S., R.09W., SECTION 9, WILLAMETTE MERIDIAN

U.S. HIGHWAY

STATE ROAD

DISTRICT

WILD

RIVERS

RANGER

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

VICINITY MAP

David Scovell

David Scovell

Kathy Van Hecke

VICINITY MAP

PAY ITEM DESCRIPTIONPAY ITEM NUMBER NOTESQUANTITY PAY UNIT

Member Commercial Grade

Member Combination Symbol

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

ESTIMATED QUANTITIES

AND

GENERAL NOTES

David Scovell

David Scovell

Kathy Van Hecke

ROADWAY SECTION - Bridge to End of Project

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

TYPICAL SECTIONS

David Scovell

David Scovell

Kathy Van Hecke

ROADWAY SECTION - "L" Station 1+00 to "L" Station 2+00

OBJECT MARKER TYPE 3 INSTALLATION

ROADWAY SECTION - "L" Station 2+00 to Bridge

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

PLAN & PROFILE

David Scovell

David Scovell

Kathy Van Hecke

5PROFILE

PLAN

BE

G

IN

P

R O

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EN

D

P R

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C T

W hi sk ey

C re ek

CP2

CP1

EN

D

P R

O

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C T

BEGIN PROJECT

CONTROL POINT TABLE

Easting Northing Elevation Description

CP 1 10000.00 5000.00 500.0 5

8" Iron rod

CP 2 10061.424 4908.953 496.85 Metal spike

Point Number

Begin Project 10114.214 5060.026 497.4 - PI - Curve 1 10087.244 5050.512 - - PI - Curve 2 10003.114 5029.824 - -

End Project 10051.438 4882.347 498.0 - PI - Curve 3 10041.186 4901.927 - -

Alignment and grade, as shown on the plans, are subject to minor field adjustments

Construction slash shall be disposed of as specified by Item 20102. Slash disposal areas shall be as approved by the Contracting Officer (CO). Construction slash or residual slash shall not be buried within roadway embankments.

Clearing limits on all roads shall be a minimum of 6 feet from the finished subgrade shoulder or 12" beyond the top of cut, whichever is greater.

ROADWAY CONSTRUCTION NOTES

"V" DITCH SECTION

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

GENERAL LAYOUT

David Scovell

David Scovell

Kathy Van Hecke

W hi sk ey

C re ek

CP1

CP2

PLAN

Scale: 3 8" = 1'-0"

℄ Structure ("L" Line)

6" screws, typ

Stagger running planks as shown (repeat pattern)

W hiskeyC reek

RUNNING PLANK NOTES

RP1

RP4

RP2

Existing abutment

Existing abutment

Remove & replace existing nail-laminated deck, see SUPERSTRUCTURE DETAILS sheet

Timber Running Plank Schedule: (See PLAN) (7)-RP1 - 3x12 x 15'-2" (21)-RP2 - 3x12 x 16'-0" (7)-RP3 - 3x12 x 15'-0 12" (7)-RP4 - 3x12 x 7'-2" (7)-RP5 - 3x12 x 7'-0 12" (2)-RP6 - 3x12 x 13'-6" (verify)

Contractor to field verify dimensions.

Fasten running planks to glued-laminated timber deck with two rows of 516"Ø x 6" GRK RSS structural screws (or approved equal) per plank @ 24"± centers.Alternate centers with two screws at each end of plank.

Existing timber girders to remain, inspect per Note 1 on this sheet

New 3x6 x 17'-0" backing plank

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

SUPERSTRUCTURE

David Scovell

David Scovell

Kathy Van Hecke

6 3 4" x 40 12" x 17'-0" glued-laminated deck panel

15 - 6 3 4" x 33" x 17'-0" glued-laminated deck panels

6 3 4" x 42" x 17'-0" glued-laminated deck panel

48'-1 12" out-to-out glued-laminated deck panels and curbs

℄ curb block ℄ curb block

RP3

RP2 RP2 RP5

RP1 RP2 RP3

RP4 RP2 RP2 RP5

9 curb blocks spaced @ 5'-6" = 44'-0"2'-0" 2 '- 1 12"

New glued-laminated bridge curb, see SUPERSTRUCTURE DETAILS sheet

SCOPE OF WORK

1. Remove existing nail-laminated timber deck, and curb system. Coordinate inspection of tops of existing girders with contracting officer. Remove and replace decayed or damaged laminations as directed by the CO. Apply preservative field treatment full length of girders (see General Notes),

2. Remove miscellaneous timbers attached to girders and supporting underside of deck near beginning of bridge as directed by Contracting Officer (CO).

3. Clean bearing areas of soil and other debris, clean bearing assemblies, remove rust as directed,

4. Pressure wash existing concrete abutments and wingwalls, remove loose concrete and patch repair concrete as shown on ABUTMENT DETAILS sheet,

5. Install new glued-laminated deck panels and curb system, see SUPERSTRUCTURE DETAILS sheet,

6. Install new timber running planks on new deck,

7. Install timber backing planks at ends of new deck,

8. Install gabions at abutments as shown on ABUTMENT DETAILS sheet,

9. Modify bridge approaches as shown on PLAN & PROFILE sheet, '-0

" o ut

-to -o ut n ew g lu ed

-la m in at ed d ec k

'-2

1 2" c le ar w id th (f ac e-to -fa ce o f c ur bs

4" cu rb

4" cu rb

N ew x6 x

7' -0 ba ck in g pl an k

NOTE:

THESE PLANS ILLUSTRATE THE GOVERNMENTS BEST ESTIMATE

OF THE SITE CONDITIONS BASED ON THE ORIGINAL DRAWINGS

AND FIELD MEASUREMENTS.

THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS,

- BOTH NEW AND EXISTING - PRIOR TO ORDERING MATERIALS

Fasten deck panels to each girder with min. of 3 - 12" ring shank nails equally spaced and offset as shown

4"

4"

3 per panel @ 33" panels

4 per panel @ end panels

℄ Girder

℄ Girder

℄ Girder

R P6

R P6 ro w s of x1 ru nn in g pl an ks

Remove existing timber framing at underside of deck per Note 2

Bridge curb system, see details this sheet

Existing treated timber girders (to remain)

14 rows~3x12 rough sawn timber running planks

17'-0" out-to-out glued-laminated deck panels

15'-2 12" clear width

5'-6" 5'-6"

6 3 4" glued-laminated deck panels See GENERAL LAYOUT Sheet

10 3 4" 10 3 4"

TIMBER CURB CONNECTION DETAILS

Scale: 1" = 1'-0"

ELEVATION - CURB BLOCK ELEVATION - CURB RAIL SPLICE

PLAN - ANCHOR PLATEPLAN - CURB BLOCK

2'-4"

4"

5" 10" 5"

4"

4"

4"

5" 10" 5"

4"

4"

7"

2'-0"

2"2"

Fabricate From 3 8" Plate

4"Ø bolt & nut

2'-4"

Deck panels

Curb block

9" 1'

-0

10 3 4"

1' -9

2'-4" Curb rail

Curb block

1 2"

Traffic face

Curb rail

Deck panels

Half-lap splice

BRIDGE CURB DETAILS

Scale: 1 12" = 1'-0"

TYPICAL DECK SECTION

Scale: 12" = 1'-0"

1'

9"

1' -0

9"

10 3 4"

ELEVATION SECTION

℄ Curb Block

℄ Ext'g Structure ("L" Line)

See GIRDER REPAIR DETAILS, this sheet

GIRDER REPAIR DETAILS

Scale: 1 12" = 1'-0"

11"

Existing timber girder

Remove & replace top lamination where decayed or damaged (verify) ve rif y

ELEVATION SECTION

Tight fit, typ

Glue and nail new lamination

3" Space nails sets @ 12"±

2-40d ring shank nails

3"

10 3 4" x 9" glued-laminated curb rail

6 3 4" glulam deck panels

Anchor plate, see detail this sheet

Anchor plate, see detail this sheet

Fabricate blocks from 103 4"x 12" glued-laminated material

℄ rail & block ℄ rail, block & ⅊

℄ Block

℄ 13 16"Ø holes for 3 4"Ø bolts

Anchor plate, see detail this sheet

4"Ø x 2'-7" bolt

3 5 8"

3 12"

Malleable iron washers typical against wood curbcurb

Plane rough sawn or surfaced 2x12 material to produce required finished dimension

[Pay Item 55702]

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

SUPERSTRUCTURE

DETAILS

David Scovell

David Scovell

Kathy Van Hecke

1 3 4"

1 3 4"

12" ring shank nails (typical)

Fabricate curb rails from 103 4"x 9" glued-laminated material

10 3 4"x 12" x 2'-4" glued-laminated curb block

Contractor to coordinate inspection of girders after removal of deck. Removal and replacement of decayed laminations to be performed where ordered by the contracting officer (CO).

3'-0" 3'-0"

Malleable iron washer typical against wood

9" 1'

-0 "1'

-9

ELEVATION VIEW A-A

ABUTMENT PLAN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

ABUTMENT DETAILS

David Scovell

David Scovell

Kathy Van Hecke

ABUTMENT ELEVATION

CONCRETE REPAIR NOTES:

JOINT DETAIL

A

A

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

ROADWAY

CROSS- SECTIONS

David Scovell

David Scovell

Kathy Van Hecke

ROADWAY CROSS-SECTIONS

"L" STATION 1+75

"L" STATION 1+50

"L" STATION 1+25

"L" STATION 1+00

"L" STATION 2+00

"L" STATION 2+25

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/6 /23

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R06

PACIFIC NORTHWEST REGION

WHISKEY CREEK

BRIDGE

REHABILITATION

ROGUE RIVER-SISKIYOU

NATIONAL FOREST

WILD RIVERS DISTRICT

ROADWAY

CROSS- SECTIONS

David Scovell

David Scovell

Kathy Van Hecke

"L" STATION 3+50.44

ROADWAY CROSS-SECTIONS

"L" STATION 3+15

"L" STATION 3+00

"L" STATION 3+25

"L" STATION 3+40