K E

N T

U C

K Y

O H

IO

PENNSYLVANIA

MARYLAND

V

IR

G

IN

IA

STATE PROJECT NO.

ROUTE NO.

COUNTY

STATE HIGHWAY

OF

DIVISION OF HIGHWAYS

DEPARTMENT OF TRANSPORTATION

WEST VIRGINIA

PL

G

Public

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

MERCER

MCDOWELL

WYOMING

LOGAN

MINGO

LINCOLN

WAYNE

CABELL

WELCH

BECKLEY

PRINCETON

PINEVILLE

WILLIAMSON

LOGAN

MADISON

HAMLIN

WAYNE

HUNTINGTON

FAYETTE

NICHOLAS

GREENBRIER

SUMMERS

MONROE

CLAYPUTNAM

MASON

PT PLEASANT

CLAY

SUMMERSVILLE

FAYETTEVILLE

LEWISBURG

HINTON

UNION

WEBSTER

BRAXTON

UPSHUR

BARBOUR

LEWIS

GILMER

WOOD

PLEASANTS

RITCHIE

WIRT

CALHOUN

ROANE

POCAHONTAS

TUCKER

RANDOLPH

HARRISON TAYLOR

MARLINTON

FRANKLIN

ELKINS

PARSONS

BUCKHANNON

WESTON

SUTTON

WEBSTER SPRINGS

GRANTSVILLE

SPENCER

ELIZABETH

ST. MARYS

WEST UNION

CLARKSBURG

GRAFTON

FAIRMONT

KINGWOOD

RIPLEY

PARKERSBURG

MIDDLEBOURNE

NEW CUMBERLAND

WELLSBURG

WHEELING

MORGANTOWN

PETERSBURG

MOOREFIELD

BURLINGTON

KEYSER

BERKELEY

SPRINGS

MARTINSBURG

JEFFERSON

PRESTON

BERKELEY

MINERAL

HARDY

GRANT

MONONGALIA

MARIONTYLER

BROOKE

OHIO

JACKSON

ROMNEY

HARRISVILLE

MARSHALL

WETZEL

DODDRIDGE

BOONE

HANCOCK

WINFIELD

NEW MARTINSVILLE

GLENVILLE

PHILLIPPI

PENDLETON

HAMPSHIRE

MORGAN

RALEIGH

DISTRICTS

AND

DISTRICT HEADQUARTERS

DIVISION OF HIGHWAYS

MOUNDSVILLE

CHARLES

TOWN

WEST VIRGINIA

DEPARTMENT OF TRANSPORTATION

DISTRICT NUMBER

DISTRICT OFFICE

DATE BY

NUMBER

SHEET

NUMBER REVISIONS

REVISION

EXECUTIVE SECRETARY

DESCRIPTIONNO.

INDEX TO SHEETS

O

O

O

PLAN HOR.

PROFILE HOR.

VERT.

SCALES

X X X

XX XX

CONVENTIONAL SIGNS

STATE LINE

COUNTY LINE

CORPORATION LINE

PROPERTY LINE

EXISTING FENCE

PROPOSED FENCE

EDGE OF STREAM

PROPOSED GUARD RAIL

RAILROAD

GAS LINE

WATER LINE

TELEPHONE LINE

ELECTRIC LINE

TELEPHONE POLE

POWER POLE

COMBINED POWER AND TELEPHONE POLE

TREE

SHRUB

RIGHT OF WAY MARKER

EXISTING GUARD RAIL

O

W

T

E

EXISTING R/W LINE

PROPOSED R/W & EASEMENT LINE

M E

A D

H U

N T r d y t t l_ c a r r o lt o n .d g n

A . D . T .

A . D . T .

D . H . V .

D .

T .

V .

DESIGN DESIGNATION

TITLE SHEET

PROJECT SITE

RECOMMENDED:

APPROVED:

RECOMMENDED FOR APPROVAL:

STATE HIGHWAY ENGINEER

COMMISSIONER OF HIGHWAYS

I HEREBY CERTIFY THAT THIS IS A CORRECT COPY OF THE PLANS

OF PROJECT

LAYOUT SCALE

PROJECT MANAGER

1 MILE

CHARLESTON

KANAWHA

DISTRICT

5 FT

50 FT

20 FT

20 FT

B U

C K

H A

N N

O N

R

IV

E R

PLANS FOR CONSTRUCTION

TYPE OF CONSTRUCTION

PROJECT NO. ,

UTILITIES ENCOUNTERED

SIGNED:

DATE:

BARBOUR

U301-36-4.75 00

UNION

T O U

S

NONE

PLANS PREPARED BY:

304-345-6712

CHARLESTON, WV

SUITE 200

400 TRACY WAY

BARBOUR

U301-36-4.75 00

D A

O R

LI

R

X S

C

TITLE SHEET

CARROLLTON COVERED BRIDGE

2 16

CR 36

COVERED BRIDGE

CARROLLTON

T O

A

U D

R A

W V

FEDERAL PROJECT NO. STBG-0036(048)DTC

WV

U301

4.75 00

-36-

(048)DTC

STBG-0036

BRIDGE RESTORATION NO. 11684

U301-36-4.75 00 STBG-0036(048)DTC

STBG-0036(048)DTC

STRUCTURE PLANS - BRIDGE #11684

1986 REHABILITATION PLANS

2003 REHABILITATION PLANS

SPAN 3

50'-0"(+/-)

SPAN 2

50'-0"(+/-)

SPAN 1

50'-0(+/-)

150'-0"(+/-) (FRONT FACE TO FRONT FACE OF ABUTMENT)

DJC

SCALE: ‰" = 1'-0"

MLH

ABUTMENT 2ABUTMENT 1

GENERAL PLAN

AND ELEVATION

RIVER

BUCKHANNON

ABUTMENT 1 ABUTMENT 2{ PIER 1 { PIER 2

TRUSS "U"

{ UPSTREAM

SCALE: ‰" = 1'-0"

(ROOF STRUCTURE NOT SHOWN FOR CLARITY)

{ BRIDGE & CR 36

PLAN VIEW

TRUSS "D"

{ DOWNSTREAM

{ PIER 1 { PIER 2

ELEVATION LOOKING DOWNSTREAM

MAB

KVB

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r g e n

C a r r o ll t o n .d g n

MEAD & HUNT

03/21

BRIDGE

CARROLLTON COVERED

Public

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

DJC

MLH

MAB

KVB

NO.

GENERAL PLAN AND ELEVATION

INDEX OF DRAWINGS

DESCRIPTION

EST. OF QUANTITIES

INDEX OF DRAWINGS &

INDEX OF DRAWINGS AND ESTIMATE OF QUANTITIES

GENERAL NOTES

ELEVATION VIEWS

TRANSOM ROOF PLAN

TYPICAL SECTION

TIMBER SPLICE DETAILS

UPSTREAM TRUSS REPAIRS

DOWNSTREAM TRUSS REPAIRS

TRANSOM ROOF PLAN REPAIRS

ROOF SYSTEM AND SIDING REPAIRS

PHOTOS AFTER AUG 2017 FIRE

PHOTOS PRIOR TO AUG 2017 FIRE

ROOF AND TRANSOM BEAM DETAILS

PORTAL REPAIRS

ESTIMATE OF QUANTITIES

DESCRIPTION UNIT QUANTITY

EA

WEATHER CAP

DIMENSIONS

EA

EA

(FOR INFORMATION ONLY)

1x8x10'

1x3x10'

2x4x14'

1x3x10'

EA

EA

RAFTERS

COLLAR TIES

1x8x14'

1x3x14'

LATH SHEATHING

1x3x10' EA

EA

EA

GIRTS

BLOCKING

EA

EA

BOARD SIDING

BATTEN SIDING

STANDING SEAM METAL ROOFING SYSTEM

ROSIN PAPER

FASCIA BEAMS

TRUSS TOP CHORD

EA

EA

EA

EA

5•x5x12'

4x4x10'

6†x8•x12'

6†x8•x18'

KNEE BRACING

HANDRAIL POST

2x6x12'

4x4•x10'

EA

EA

HANDRAIL

8•x7x14'

7x13x10' EA

EA

TRUSS BOTTOM CHORD

TIMBER TRUSS DIAGONAL

7x12x8' EATRUSS VERTICAL POST-W/ 12"x12" BOTTOM

2‚x9•x8' EABUILT-UP COLUMN

7x13x16' EA

7x13x18' EA

TRANSOM BEAMS EA7x7x20'

4x6x18' EATRANSOM (TOP CROSS) BRACING

STUDS

HORIZONTAL BOARD SIDING

2x4x10'

EA

EA

STAINLESS STEEL NAILS 8d LB

4"

6"

1" DIA GALVANIZED THREADED RODS

PER PLAN LS 1

36"x200' ROLL 8

PRIMER

PAINT

WOOD PERSERVATIVE BROWN

EA

EA

285x3•x12'

1…x3•x12' 28

3x3•x12'

3x3•x12' 5

EA

EA

RAKE BOARD 1x6x12' 4

SOFFIT TRIM 1x8x12' 4

1x6x14' 26

TIMBERLOK

8"

4'-0" 20

SIKADUR - 31 HI-MOD GEL EPOXY 3 GAL/UNIT

BOX*

BOX*

BOX*

UNIT 2

3 GAL/UNIT UNIT 3SIKADUR - 35 HI-MOD LV EPOXY

*50 PER BOX

EA 16RIDGE BEAM 2x6x10'

GAL

GAL

GAL

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r n a q 1_

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

GENERAL

NOTES

MLH

MAB

KVB

GOVERNING SPECIFICATIONS

ARE THE GOVERNING PROVISIONS APPLICABLE TO THIS PROJECT.

SUPPLEMENTAL SPECIFICATIONS, DATED JANUARY 1, 2021 AND THE CONTRACT PLANS

STANDARD SPECIFICATIONS ROADS AND BRIDGES, ADOPTED 2017, AS AMENDED BY THE

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS,

GENERAL REHABILITATION

PROJECT DESCRIPTION

WEST VIRGINIA DIVISION OF HIGHWAY (WVDOH) FORCES (CONTRACTOR).

ROUTE 36 OVER THE BUCKHANNON RIVER. THIS WORK IS TO BE COMPLETED BY THE

2017. BUILT IN 1856, THE HISTORIC CARROLLTON COVERED BRIDGE CARRIES COUNTY

HISTORIC CARROLLTON COVERED BRIDGE THAT WAS DAMAGED BY A FIRE ON AUGUST 11,

THIS WORK CONSISTS OF SELECTIVE DEMOLITION AND REPAIRS OF PORTIONS OF THE

DIMENSIONS AND DETAILS OF EXISTING STRUCTURE

BY THE ENGINEER PRIOR TO COMMENCING WORK.

CHANGES TO THE DETAILS OR QUANTITIES SHOWN IN THE PLANS MUST BE APPROVED

ACCORDANCE WITH FIELD CONDITIONS AND AS DIRECTED BY THE ENGINEER. ANY

DIMENSIONS, AND WORKING QUANTITIES. THE WORK SHALL BE PERFORMED IN

ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATION TO CONSTRUCTION DETAILS,

DIMENSIONS PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION OF THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION

DRAWINGS AND ARE NOT GUARANTEED TO REPRESENT THE AS-BUILT DIMENSIONS. THE

DEFINE THE STRUCTURE ARE BASED UPON THE 1986 AND 2003 REHABILITATION

ALL DIMENSIONS, ELEVATIONS, AND OTHER INFORMATION SHOWN ON THESE DRAWINGS TO

PROTECTION OF EXISTING HISTORIC PROPERTY

RESTORED TO ORIGINAL CONDITION AT THE DIRECTION OF THE ENGINEER.

ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED, REPLACED AND/OR

ALL HISTORICAL ELEMENTS TO REMAIN OR BE REUSED.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO

SPECIFICATIONS TO FULLY UNDERSTAND THE EXTENT OF WORK TO BE PERFORMED.

CONTRACTOR SHALL SURVEY THE SITE AND BRIDGE AND EXAMINE THE DRAWINGS AND

BEFORE THE START OF ANY REMOVAL, SALVAGE OR DISMANTLING WORK, THE

CAUSE DAMAGE TO THE EXISTING TIMBER STRUCTURE.

THE WORK PERFORMED SHALL NOT CAUSE A REDUCTION IN STRUCTURAL INTEGRITY OR

PROJECT.

NOT OVERLOADED OR DAMAGED DURING ANY PHASE OF THE REPAIRS DESCRIBED IN THE

SUPPORTS, ETC., AS REQUIRED TO ENSURE THAT ALL STRUCTURAL ELEMENTS ARE

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHORING, BRACING

TIMBER SUPERSTRUCTURE

TIMBER SUPERSTRUCTURE (CONTINUED)

LUMBER SIDING

ROOFING

FASTNERS

MAINTENANCE OF TRAFFIC

THIS PROJECT.

WILL PROVIDE ALL NECESSARY TEMPORARY TRAFFIC CONTROL PLANS AND DEVICES FOR

THE BRIDGE WILL BE CLOSED TO TRAFFIC DURING BRIDGE CONSTRUCTION. THE WVDOH

DAMAGE

AND THE SATISFACTION OF THE ENGINEER.

ENGINEER. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED WITH THE APPROVAL OF

BE USED ON TIMBER MEMBERS WITH A PROTECTION SYSTEM APPROVED BY THE

TIMBER MEMBERS WITHOUT APPROVAL FROM THE ENGINEER. CLAMPS AND STRAPS MAY

DONE TO THE EXISTING TIMBER STRUCTURE. HOLES SHALL NOT BE DRILLED IN THE

THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO ENSURE THAT NO DAMAGE IS

STORING MATERIALS

OUTLINED IN THESE DOCUMENTS.

BUILDING MATERIALS FROM INCLEMENT WEATHER, AS IT RELATES TO THE WORK

THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION OF THE HISTROIC

EXISTING PLANS

USED AS A SOURCE OF DETAIL INFORMATION AND ARE ATTACHED FOR REFERENCE.

THE 1986 AND 2003 REHABILITATION PLANS OF CARROLLTON COVERED BRIDGE WERE

SCOPE OF WORK

12. INSTALL BRIDGE PLAQUE.

11. RECONSTRUCT DESTROYED ROSETTES.

10. REPLACE DESTROYED TIMBER HANDRAILS AND GUARDRAIL.

9. PRIME AND PAINT BOARD AND BATTEN AND HORIZONTAL LUMBER SIDING.

8. CLEAN LIMBER SIDING.

7. INSTALL BOARD AND BATTEN AND HORIZONTAL LUMBER SIDING.

6. APPLY PRESERVATIVE TO TIMBER TRUSS MEMBERS.

5. INSTALL STANDING SEAM METAL ROOFING SYSTEM.

4. RECONSTRUCT DESTROYED ROOF SYSTEM.

3. RECONSTRUCT DESTROYED PORTALS.

2. CLEAN ALL TIMBER MEMBERS.

1. REPAIR DAMAGED TIMBER TRUSS MEMBERS

(https://home.nps.gov/dscw/cr-treatment-of-historic-properties.htm)

WORK TO ENSURE THE PROJECT FULFILLS ALL REQUIREMENTS.

INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES DURING THIS REPAIR

CARE SHALL BE TAKEN TO ASSURE COMPLIANCE WITH THE SECRETARY'S OF THE

ENOUGH TO PREVENT SNAGGING.

1/32 OF AN INCH OF MATERIAL SHALL BE REMOVED. INTENT IS ONLY FOR REMOVAL

BE LIGHTLY SANDED TO BE FLUSH WITH ADJACENT SURFACES, BUT NO MORE THAN

COMPATIBLE IN COLOR AND SANDED SMOOTH. SCRATCHES WITH SPLINTERS SHALL

THAN 1/4 INCH IN SIZE AND ALL HOLES AND CRACKS BY FILLING WITH A SIKA EPOXY

REPAIR WOOD DEFECTS IN THE TIMBER MEMBERS INCLUDING DENTS AND GOUGES MORE

MARKED TO ENSURE INSTALLATION IN THE SAME POSITION.

ANY DISASSEMBLED COMPONENTS STORED FOR REASSEMBLY SHALL BE MATCH

JOINTS OR MEMBERS PRIOR TO ASSEMBLY.

THE ENGINEER SHALL BE NOTIFIED OF ANY DEFICIENCY FOUND IN THE CONCEALED

PRESERVATIVE, BROWN IN COLOR, PRIOR TO ASSEMBLY.

MEDIUM SOFT BRISTLE BRUSH, THEN FULLY SATURATED WITH TWO COATS OF WOOD

LOW-PRESSURE WASHING (600 PSI) USING A MILD DETERGENT SOLUTION, AND A

ALL DISASSEMBLED CONNECTIONS ARE TO BE THOROGHLY CLEANED WITH A

FOR SOUNDNESS, SPLITS, SURFACE CONDITIONS, ETC.

ANY TIMBER INDICATED TO REMAIN IN PLACE SHALL BE INSPECTED BY THE ENGINEER

FLOW.

REPLACED. ALL SHORING MUST BE CAPABLE OF CARRYING WIND LOADS AND STREAM

THE CONTRACTOR SHALL ADEQUATELY SHORE ALL MEMBERS TO BE REPAIRED OR

INSTALLATION OF THE MEMBER FOR APPROVAL.

DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO FABRICATION AND

THE CONTRACTOR SHALL CONFIRM ALL MEMBER DIMENSIONS IN THE FIELD.

DIMENSIONS WITH ALLOWANCES MADE FOR SHRINKAGE OR DRIED TIMBER.

THE ACTUAL FIELD DIMENSIONS OF MEMBERS TAKE PRECEDENCE OVER ALL OTHER

ALL DIMENSIONS ON PLANS ARE NOMINAL AND MAY VARY.

DAMAGED/DESTROYED MEMBERS ARE SHOWN ON THE PLANS.

DIAGONAL TRUSS SHIMS, REMOVING DAMAGED MEMBERS AND REPLACING

DRYED. TYPICAL TIMBER REPAIRS FOR MEMBER CRACKING, REPLACING AND TIGHTENING

MEMBERS SHALL HAVE A MOISTURE CONTENT LESS THAN 8% AND MAY BE KILN OR AIR

TIMBER USED IN REPAIRS SHALL BE SOLID POPLAR MEMBERS. THE TIMBER FOR TRUSS

TIMBER MEMBERS.

CLEANED, APPLY TWO COATS OF WOOD PRESERVATIVE, BROWN IN COLOR, TO ALL

AFTER ALL TIMBER REPAIRS HAVE BEEN COMPLETED AND THE TIMBER MEMBERS

SOLUTION, AND A MEDIUM SOFT BRISTLE BRUSH.

BE CLEANED WITH A LOW-PRESSURE WASHING (600 PSI) USING A MILD DETERGENT

AFTER ALL TIMBER REPAIRS HAVE BEEN COMPLETED, ALL TIMBER SURFACES SHALL

AND INSTALLATION.

ALL NEW SIDING, MODING AND BATTEN LUMBER SHALL BE CLEANED PRIOR TO PAITING

ASSEMBLY.

SATURATED WITH TWO COATS OF WOOD PRESERVATIVE, BROWN IN COLOR, PRIOR TO

THE INTERIOR SURFACE OF ALL SIDING, MODLING AND BATTEN LUMBER SHALL BE FULLY

K33-200 SERIES.

3RD COAT (FIELD FINISH): SHERWIN WILLIAMS DURATION EXTERIOR ACRYLIC SATIN

K33-200 SERIES.

2ND COAT (SHOP FINISHED): SHERWIN WILLIAMS DURATION EXTERIOR ACRYLIC SATIN

1ST COAT (SHOP FINISHED: SHERWIN WILLIAMS OIL BASED WOOD PRIMER Y24W8020.

THE PAINTING SHALL BE AS FOLLOWS:

EDGES SHALL BE PRIMED AND PAINTED WITH ONE COAT OF PAINT.

VERIFY EXISTING COLOR IN THE FIELD AND SUBMIT TO ENGINEER FOR APPROVAL ALL

EXTERIOR PAINT COLOR IS INTENDED TO MATCH THE EXISTING, WHICH IS RED LEAD.

APPLIED AFTER ALL SIDING, MODLING AND BATTEN LUMBER HAS BEEN INSTALLED.

AND ONE COAT OF PAINT APPLIED PRIOR TO INSTALLATION AND A FINAL COAT SHALL BE

A THREE COAT SYSTEM. THE SIDING, MODLING AND BATTEN LUMBER SHALL BE PRIMED

THE EXTERIOR OF ALL SIDING, MODLING AND BATTEN LUMBER SHALL BE PAINTED USING

BATTEN SIDING AND HORIZONTAL SIDING AS SHOWN ON THE PLANS.

DRYED. LUMBER SIDING REPAIRS INCLUDE REPLACING AND PAINTING ALL BOARD AND

LUMBER SHALL HAVE A MOISTURE CONTENT LESS THAN 8% AND MAY BE KILN OR AIR

LUMBER USED FOR SIDING, MOLDING AND BATTENS SHALL BE POLPAR SIDING. THE

SYSTEM SHALL BE PER MANUFACTURES RECOMMENDAITONS.

COLOR TO THE ENGINEER FOR APPROVAL. THE INSTALLATION OF THE METAL ROOFING

THE EXISTING, WHICH WAS A WARM GRAY. THE CONTRACTOR SHALL SUBMIT PAINT

16" TO 24" PAN WIDTH. METAL ROOFING SYSTEM PAINT COLOR IS INTENDED TO MATCH

IN THE PLANS. THE METAL ROOFING SYSTEM SHALL BE 1 INCH STANDING SEAM WITH

THIS WORK SHALL CONSIST OF REPLACING THE DESTROYED ROOFING SYSTEM AS SHOWN

BOLTS IN TIMBER MEMBERS ONCE THE TIMBER STRUCTURE HAS BEEN CLEANED.

STRUCTURE.

EQUVALENT. MINIMUM PENETRATION SHALL NOT BE LESS THAN 2" INTO THE WOOD

STRUCTURAL WOOD SCREWS SHALL BE FASTENMASTER PRO DRIVEN TIMBERLOK OR

WOOD SUBSTRATE.

NAILS OR EQUVALENT. MINIMUM PENETRATION SHALL NOT BE LESS THAN 2" IN TO THE

ALL NAILS SHALL BE STAINLESS STEEL GRIP RITE DECKING FASTNERS PATIO/DECK

BE IN ACCORDANCE WITH ASTM A307.

ALL THREADED RODS, WASHERS AND NUTS SHALL BE HOT-DIP GALVANIZED AND SHALL

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r n a q

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

MAB

KVB

AUGUST 2017 FIRE

PHOTOS PRIOR TO

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r n a q

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(TYP)

10'-1"(+/-)

17'-9"(+/-) 17'-9"(+/-)

7'-8"(+/-)14 SPA @ 10'-1"(+/-) = 141'-2"(+/-)7'-8"(+/-)

156'-6"(+/-)

(TYP)

2'-0"

(TYP)

7'-8"(+/-)

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r f r m

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

MAB

MLH

DJC

SCALE: ‰" = 1'-0"

ABUTMENT 1 ABUTMENT 2

(TYP)

LONG POST

12"x 12"

SCALE: ‰" = 1'-0"

ABUTMENT 2ABUTMENT 1

{ PIER 1 { PIER 2

ELEVATION LOOKING DOWNSTREAM

(TYP)

{ POST

{ PIER 1 { PIER 2

SHOWN FOR CLARITY

AND GUARDRAIL NOT

CONCRETE BOX BEAMS, HANDRAIL

(LOOKING DOWNSTREAM)

(TYP)

CAPS

WEATHER

1" x 8"

7"x 7" TRANSOM BEAM 5•"x 5" FASCIA BEAM

RAFTERS

2" x 4"

ELEVATION

VIEWS

KVB

(TYP)

SIDING SKIRT

BATTEN

BOARD &

(TYP)

SIDING

GABLE

(TYP)

BEAM

RAFTER

GABLE

(TYP)

TRIM

RAKE

GABLE

STRUCTURAL ELEVATION LOOKING DOWNSTREAM

ROOFING SYSTEM

STANDING SEAM METAL

STUDS

VERTICAL

2" x 4"

(TYP)

MEMBER DIAGONAL

8•"x 7" TRUSS

BY NAILING (8d STAINLESS STEEL NAILS)

SECURE SIDING TO BLOCKING

BOARD & BATTEN SIDING

CHORD

TRUSS TOP

2 - 6†" x 8•"

LATH SHEATHING

1" x 3" SPACED

(TYP)

BRACING (DOWNSTREAM ONLY)

4"x 4" KNEE

(TYP)

END POST

12"x 12" TRUSS

KING POST

8"x 12" TRUSS

(TYP)

TOP AND BOTTOM

POST WITH 12"x 12" 7"x 12" TRUSS VERTICAL

(TYP 2 LOCATIONS PER TRUSS)

2 - 2‚"x 9•"

TO BOTTOM CHORD

BUILT UP COLUMN FROM ARCH

ARCH CHORDS

2 - 7•"x 15"

R

BOTTOM CHORD

2 - 7"x 13" TRUSS

(TYP EACH END)

TO BOTTOM OF BOTTOM CHORD

3•" x 3" GIRT ATTACHED

3" x 3•" GIRT

7'-8"(+/-)14 SPA @ 10'-1"(+/-) = 141'-2"(+/-)7'-8"(+/-)

1'

1'

1'

1'

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r f r m

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

MAB

MLH

DJC

SCALE: ‰" = 1'-0"

FOR CLARITY

ROOF SYSTEM NOT SHOWN

RIVER

BUCKHANNON

TRANSOM ROOF PLAN

PLAN

5•"x 5" FASCIA BEAM

(TYP EACH SIDE)

STEEL CORNER BRACE

5•"x 5" FASCIA BEAM

(TYP)

7"x 7" TRANSOM BEAM

KVB

1'

1'

(TYP)

(TOP CROSS) BRACING

4"x 6" TRANSOM

TRANSOM ROOF

(TYP)

SIDING

GABLE

(TYP)

POST

END

12"x12"

CHORDS

TRUSS TOP

(TYP)

BRACING (DOWNSTREAM ONLY)

4"x 4" KNEE

CHORDS

TRUSS TOP

KING POST

8" x 12" TRUSS

DOWNSTREAM TRUSS

UPSTREAM TRUSS (TYP)

TRUSS POST

7" x 12" VERTICAL

ABUTMENT 2

(TYP)

STUDS

GABLE

ABUTMENT 1

12'-0"(+/-)3'-0"

3'-0"(+/-) 12"(+/-)

16'-0"(+/-)

12"(+/-)

10'-4"(+/-) ROADWAY

1" S

N O

T E

S

P

1'

6"(+/-)

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r t y p 1_

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

MAB

MLH

TYPICAL SECTION

GUARDRAIL

9"x 12" TIMBER

1"x 3" COLLAR TIE

(TYP)

BRACE

STEEL CORNER

SCALE: •" = 1'-0"

(LOOKING AHEAD STATION)

DJC

TYPICAL

SECTION

HEAD AND PLUG.

WASHERS. COUNTERSINK

LAG BOLTS WITH GALV.

2- …" DIA x 6" GALV.

SPLICE FASTEN WITH

HANDRAIL WITH LAP

4 - 2"x 6" TIMBER

1'-0"

1'-1"(+/-)

8•"(+/-)

1'-6"(+/-)

(TYP)

CURB

10" CONCRETE

(TYP)

TRUSS TOP CHORD

2 - 6†" x 8•"

ROSIN PAPER

4" x 6" TRANSOM (TOP CROSS) BRACING

6"(+/-)

(TYP)

CONCRETE BOX BEAM

36"x 27" PRESTRESSED

KVB

7"x 7" TRANSOM BEAM

@ 24"(+/-) O.C.

2"x 4" RAFTERS

METAL RIDGE BATTEN

ROOFING SYSTEM

STANDING SEAM METAL

(TYP)

EACH TRANSOM BEAM)

(LAPPED SPLICED OVER

5•"x 5" FASCIA BEAM

(TYP)

SECURE WITH 8d STAINLESS STEEL NAILS

BOARD AND BATTEN SIDING ON WOOD BLOCKING

(TYP)

1"x8" WEATHER CAP

(TYP)

BRACING (DOWNSTREAM ONLY)

4"x 4" KNEE

(TYP)

TRUSS POST

7"x 12" VERTICAL (TYP)

ARCH CHORDS

2 - 7•"x 15"

(TYP)

MEMBER DIAGONAL

8•" x 7" TRUSS

UPSTREAM TRUSS

COURSE

ASPHALT WEARING

(TYP)

BOTTOM CHORD

2 - 7"x 13" TRUSS

DOWNSTREAM TRUSS

COUNTERSINK AND PLUG.

GALV. LAG BOLTS WITH GALV. WASHERS,

FASTEN TO THE TRUSS WITH 2 - ‹" DIA x 16"

A SMOOTH ALIGNMENT PAST THE ARCH CHORD.

4" WIDE FILLER AS REQUIRED TO MAINTAIN

RIDGE BEAM

2" x 6"

(TYP EACH SIDE)

STEEL NAIL

4-8d STAINLESS

TRUSS POST ATTACHED W/1-6" TIMBERLOK)

3" x 3•" BLOCKING (TYP AT EACH VERTICAL

(TYP)

3" x 3•" GIRT

(TYP)

1"x3" BOARD

5" x 3•" GIRT - 8" TIMBERLOK AT 1'-0" SPACING

1…" x 3•" GIRT - 4" TIMBERLOK AT 1'-0" SPACING

2. HANDRAIL SPACING TO MATCH EXISTING SPACING.

TO FASCIA BEAM.

TIMBERLOK TO RIDGE BEAM AND 1-6" TIMBERLOK

1. RAFTERS SHALL BE CONNECTED USING 1-6"

NOTES:

(SPACED AT 6" OC)

1" x 3" LATH SHEATHING

1"

1'-0"

2ƒ"

‚" L

2"

1‚"

1'-6‚"

L ƒ

1'

2ƒ"

3"

1'-2" 1'-0" 1'-0"2"

1" ƒ

1"

6•

7"

3'-0"(+/-)

TRANSOM BEAM - TRUSS POST FRAMING DETAILS

SCALE: ƒ" = 1'-0"

TRUSS ELEVATION VIEW BEAM ELEVATION VIEW

METAL DRIP EDGE

P

P

NO NAILS

†" DIA SQ BOLT W/SQ NUT

2" x 2" SHIMS

MORTISE & TENON ENDS WITH

BRACING LAP INTERSECTION,

4" x 6" TRANSOM (TOP CROSS)

SCALE: ƒ" = 1'-0"

PLAN VIEW

NO NAILS

SCALE: ‚" = 1'-0"

GABLE RAKE

SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0"

RIDGE EAVE

TRIM

METAL RAKE

RAKE BOARD

CLEAT

CONTINUOUS

METAL DRIP

METAL RIDGE BATTEN

1" STANDING SEAM

SOFFIT TRIM

GABLE SIDING

MLH

DJC

CONT CLEAT

TRANSOM BEAM

LAPPED & BOLTED TO

5•" x 5" FASCIA BEAM

(DO NOT PAINT)

(A-36 STEEL) WITH 8 THRU-BOLTS

‚" STEEL PLATE CORNER BRACE

MAB

KVB

" x 2" CONT4

BY ROOF MANUFACTURER

FASTNERS AS RECOMMENDED

& METAL CLOSURE-CLEAT

" x 3" BLOCKING4

BEAM DETAILS

ROOF AND TRANSOM

SCALE: ƒ" = 1'-0"

(LOOKING BACK STATION)

SHEATHING NAILS

STAINLESS STEEL

TO RAFTERS W/ 8d

ROOF SHEATHING NAIL

ROSIN PAPER

ROOF PAN ON

STANDING SEAM

2-8" TIMBERLOK

1"x8" WEATHER CAP

TRUSS MEMBER

8•" x 7" DIAGONAL

(DOWNSTREAM ONLY)

EACH END

MORTISE & TENON

4" x 4" KNEE BRACE

7" x 12" VERTICAL TRUSS POST

†" DIA W/SQ HEADS TYP

THROUGH TRUSS POST

EXISTING BOLTED CONNECTION

STAINLESS STEEL NAILS

BLOCKING W/ 8d

SIDING - NAIL TO

BOARD & BATTEN

STANDING SEAM ROOF SYSTEM DETAILS

SYSTEM

METAL ROOF

STANDING SEAM

TOP CHORDS OF TRUSS

1…" x 3•" GIRT

ON EACH SIDE

WITH 1-6" TIMBERLOK

POST/TRANSOM BEAM JOINT

THRU MORTISE & TENON TRUSS

1 - 6" TIMBERLOK

FASCIA BEAM

USING 1 - 6" TIMBERLOK TO

RAFTERS SHALL BE CONNECTED

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r s u p

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

1' 0"

7"7"

1'

1"

1' 1"

8"8"

1'-6" 1'-6"

8"8"

6†"8"6†"

1'-0"

1'

6"

6"

1'-10"

TIMBER FILLER

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

MLH

DJC

TIMBER SPLICE

DETAILS

•"PLATE SPLICE SIDE ONLY

SCALE: 2" = 1'-0"

JOINT

EPOXIED

KVB

MAB

NOTCHED 1"(+/-)

VERTICAL TRUSS POST

TRUSS TOP CHORD AND

CHORD & VERTICAL TRUSS POST

INTERSECTION TOP

(TYP)

TRUSS TOP CHORD

VERTICAL TRUSS POST

SCALE: 1" = 1'-0"

TYPICAL FASCIA BEAM LAP SPLICE

TRANSOM BEAM

FASCIA BEAMFASCIA BEAM

SCALE: 1" = 1'-0"

TYPICAL GIRT/BLOCKING/HANDRAIL LAP SPLICE

GIRT/BLOCKING/HANDRAIL GIRT/BLOCKING/HANDRAIL

(TYP)

CHORD

TRUSS BOTTOM

VERTICAL TRUSS POST

NOTCHED 3"(+/-)

AND VERTICAL TRUSS POST

TRUSS BOTTOM CHORD

BOTTOM CORD & VERTICAL TRUSS POST

INTERSECTION

SPLICE ALTERNATES

TRUSS BOTTOM CHORD SPLICE PLAN

TRUSS BOTTOM CHORD SPLICE ELEVATION

POST

VERTICAL

NEW TRUSS

TRUSS POST

EXISTING VERTICAL

TRUSS TOP CHORD SPLICE PLAN

TRUSS TOP CHORD SPLICE ELEVATION

2-8" TIMBERLOK

WASHERS ON EACH END

W/ SQ. NUTS & •" x 3" DIA

1" GALVANIZED THREADED RODS

WASHERS ON EACH END

W/ SQ. NUTS & •" x 3" DIA

1" GALVANIZED THREADED RODS

WASHERS ON EACH END

W/ SQ. NUTS & •" x 3" DIA

1" GALVANIZED THREADED RODS

WASHERS ON EACH END

W/ SQ. NUTS & •" x 3" DIA

1" GALVANIZED THREADED RODS

POST REPAIR SPLICE

TYPICAL VERTICAL TRUSS

(TYP)

2 - 8" TIMBERLOK

(TYP)

2 - 8" TIMBERLOK

AS REQUIRED BY MEMBER SIZE

3 - STAINLESS STEEL NAILS, LENGTH

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r s u p 1_

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

MAB

KVB

AUGUST 2017 FIRE

PHOTOS AFTER

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r n a q

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(TYP)

7'-8"(+/-)

45'-2"(+/-) 22'-3"(+/-)

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r f r m

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

MLH

MAB

DJC

ABUTMENT SEAT

SCALE: ‰" = 1'-0"

(LOOKING DOWNSTREAM)

SHOWN FOR CLARITY

CONCRETE BOX BEAMS NOT

ABUTMENT SEAT

US1 US2 US3 US4 US5 US6 US7 US8 US9 US10 US11 US12 US13 US14 US15 US16 US17

ABUTMENT 1 ABUTMENT 2

REPLACE BOLT

{ PIER 1 { PIER 2

TO DIAGONAL

ADD TIMBER SHIM

(TYP)

{ POST

KVB

UPSTREAM TRUSS REPAIRS

TRANSOM BEAMS

AND REMAINING 7"x 7"

REPLACE ALL DESTROYED

REPAIR

UPSTREAM TRUSS

FASCIA BEAMS

AND REMAINING 5•" x 5"

REPLACE ALL DESTROYED

GUARDRAIL

9"x12" TIMBER

TRUSS TOP CHORD

6†"x 8•"

REPLACE OUTSIDE

BUILT-UP COLUMN

REPLACE 2 - 2‚" x 9•"

THE INTERIOR'S STANDARDS FOR REHABILITATION.

8. ALL WORK SHALL COMPLY WITH THE SECRETARY OF

HISTORIC MATERIALS.

MEMBERS. SHORING ATTACHMENTS SHALL NOT DAMAGE

WHEN REPAIRING/REPLACING STRUCTURAL TIMBER

7. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING

ANY MEMBERS.

CONSTRUCTION ACTIVITIES. USE CARE NOT TO DAMAGE

6. PROTECT ALL TIMBER COMPONENTS DURING

ATTENTION OF THE ENGINEER.

INCLUDED IN THE PLANS SHALL BE BROUGHT TO THE

5. ANY CONDITION FOUND IN THE FIELD THAT ARE NOT

THE CLEANING OF THE TIMBER MEMBERS.

4. ALL TIMBER REPAIRS SHALL BE COMPLETED PRIOR TO

AFTER TIMBER STRUCTURE HAS BEEN CLEANED.

3. ALL BOLTS IN TIMBER MEMBERS SHALL BE TIGHTENED

TO THE SURFACE OF THE TIMBER MEMBER.

2. EXISTING REPAIRED CRACKS SHALL BE GROUND SMOOTH

SHALL BE FILLED WITH SIKA EPOXY.

1. CRACKS IN EXISTING TIMBER MEMBERS WIDER THAN ‚"

NOTES:

CHORD

TRUSS TOP

6†"x 8•"

REPLACE OUTSIDE

UNIT QUANTITY

FASCIA BEAMS

TRUSS TOP CHORD

DIMENSIONS

EA

EA

EA

EA

5•x5x12'

2‚x9•x8'

6†x8•x18'

6†x8•x12'

ESTIMATE OF QUANTITIES

(FOR INFORMATION ONLY)

DESCRIPTION

BUILT-UP COLUMN

7'-8"(+/-)

REPLACE OUTSIDE 6†" x 8•" TRUSS TOP CHORD

50'-6"(+/-)

REPLACE INSIDE 6†" x 8•" TRUSS TOP CHORD

45'-1"(+/-)

24'-0" OUTSIDE

16'-0" INSIDE

(LIMITS OF HANDRAIL REPLACEMENT)

97'-9"(+/-)

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r f r m 1_

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

SCALE: ‰" = 1'-0"

SHOWN FOR CLARITY

CONCRETE BOX BEAMS NOT

DS1 DS2 DS3 DS4 DS5 DS6 DS7 DS8 DS9 DS10 DS11 DS12 DS13 DS14 DS15 DS16 DS17

(LOOKING DOWNSTREAM)

ABUTMENT SEAT

ABUTMENT 1 ABUTMENT 2

MAB

DJC

MLH

KVB

{ PIER 1 { PIER 2

TO DIAGONAL

ADD TIMBER SHIM

TRUSS MEMBER DIAGONAL

REPLACE 8•"x 7"

(TYP)

{ POST

HANDRAIL AND FILLERS

REPLACE 2"x 6" TIMBER

7'-0"(+/-)

SEAT

ABUTMENT

TRANSOM BEAMS

AND REMAINING 7"x 7"

REPLACE ALL DESTROYED

KNEE BRACING

AND REMAINING 4"x 4"

REPLACE ALL DESTROYED

DOWNSTREAM TRUSS REPAIRS

REPAIRS

DOWNSTREAM TRUSS

THE INTERIOR'S STANDARDS FOR REHABILITATION.

8. ALL WORK SHALL COMPLY WITH THE SECRETARY OF

HISTORIC MATERIALS.

MEMBERS. SHORING ATTACHMENTS SHALL NOT DAMAGE

WHEN REPAIRING/REPLACING STRUCTURAL TIMBER

7. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING

ANY MEMBERS.

CONSTRUCTION ACTIVITIES. USE CARE NOT TO DAMAGE

6. PROTECT ALL TIMBER COMPONENTS DURING

ATTENTION OF THE ENGINEER.

INCLUDED IN THE PLANS SHALL BE BROUGHT TO THE

5. ANY CONDITION FOUND IN THE FIELD THAT ARE NOT

THE CLEANING OF THE TIMBER MEMBERS.

4. ALL TIMBER REPAIRS SHALL BE COMPLETED PRIOR TO

AFTER TIMBER STRUCTURE HAS BEEN CLEANED.

3. ALL BOLTS IN TIMBER MEMBERS SHALL BE TIGHTENED

TO THE SURFACE OF THE TIMBER MEMBER.

2. EXISTING REPAIRED CRACKS SHALL BE GROUND SMOOTH

SHALL BE FILLED WITH SIKA EPOXY.

1. CRACKS IN EXISTING TIMBER MEMBERS WIDER THAN ‚"

NOTES:

WITH SIKA EPOXY

TO ORIGINAL DIMENSIONS

ON TRUSS END POST

REPAIR SECTION LOSS

TRUSS BOTTOM CHORD

REPLACE 2 - 7"x 13"

TO ORIGINAL DIMENSIONS

VERTICAL TRUSS POST

REPLACE TIMBER

SIKA EPOXY

DIMENSIONS WITH

POST TO ORIGINAL

ON TRUSS VERTICAL

REPAIR SECTION LOSS

BUILT-UP COLUMN

REPLACE 2 - 2‚"x 9•"

FASCIA BEAMS

AND REMAINING 5•" x 5"

REPLACE ALL DESTROYED

ESTIMATE OF QUANTITIES

DESCRIPTION UNIT QUANTITY

FASCIA BEAMS

TRUSS TOP CHORD

DIMENSIONS

EA

EA

EA

EA

(FOR INFORMATION ONLY)

5•x5x12'

4x4x10'

6†x8•x12'

6†x8•x18'

KNEE BRACING

HANDRAIL POST

2x6x12'

4x4•x10'

EA

EA

HANDRAIL

8•x7x14'

7x13x10' EA

EA

TRUSS BOTTOM CHORD

TIMBER TRUSS DIAGONAL

7x12x8' EATRUSS VERTICAL POST-W/ 12"x12" BOTTOM

2‚x9•x8' EABUILT-UP COLUMN

7x13x16' EA

7x13x18' EA

7'-8"(+/-)14 SPA @ 10'-1"(+/-) = 141'-2"(+/-)7'-8"(+/-)

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r f r m

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

(048)DTC

11684

MLH

MAB

DJC

US1 US2 US3 US4 US5 US6 US7 US8 US9 US10 US11 US12 US13 US14 US15 US16 US17

DS1 DS2 DS3 DS4 DS5 DS6 DS7 DS8 DS9 DS10 DS11 DS12 DS13 DS14 DS15 DS16 DS17

RIVER

BUCKHANNON

FASCIA BEAMS

AND REMAINING 5•"x 5"

REPLACE ALL DESTROYED

KVB

TRANSOM ROOF STRUCTURE PLAN REPAIRS

TRANSOM ROOF PLAN

REPAIRS

THE INTERIOR'S STANDARDS FOR REHABILITATION.

5. ALL WORK SHALL COMPLY WITH THE SECRETARY OF

HISTORIC MATERIALS.

MEMBERS. SHORING ATTACHMENTS SHALL NOT DAMAGE

WHEN REPAIRING/REPLACING STRUCTURAL TIMBER

4. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING

ANY MEMBERS.

CONSTRUCTION ACTIVITIES. USE CARE NOT TO DAMAGE

3. PROTECT ALL TIMBER COMPONENTS DURING

ATTENTION OF THE ENGINEER.

INCLUDED IN THE PLANS SHALL BE BROUGHT TO THE

2. ANY CONDITION FOUND IN THE FIELD THAT ARE NOT

THE CLEANING OF THE TIMBER MEMBERS.

1. ALL TIMBER REPAIRS SHALL BE COMPLETED PRIOR TO

NOTES:

(DOWNSTREAM ONLY)

REMAINING 4"x 4" KNEE BRACING

REPLACE ALL DESTROYED AND

(TYP BOTH SIDES)

STEEL CORNER BRACES

REUSE ALL EXISTING

TRANSOM BEAMS

AND REMAINING 7"x7"

REPLACE ALL DESTROYED

SCALE: ‰" = 1'-0"

(ROOF SYSTEM NOT SHOWN FOR CLARITY)

(TOP CROSS) BRACING

AND REMAINING 4"x 6" TRANSOM

REPLACE ALL DESTROYED

ESTIMATE OF QUANTITIES

DESCRIPTION UNIT QUANTITY

TRANSOM BEAMS

DIMENSIONS

EA

(FOR INFORMATION ONLY)

7x7x20'

4x6x18' EA

32TRANSOM (TOP CROSS) BRACING

ELEVATION LOOKING UPSTREAM

SCALE: ‰" = 1'-0"

SCALE: ‰" = 1'-0"

MLH

ABUTMENT 1 ABUTMENT 2

ABUTMENT 1ABUTMENT 2

{ PIER 1 { PIER 2

{ PIER 2 { PIER 1

ELEVATION LOOKING DOWNSTREAM

KVB

MAB

LENGTH OF BRIDGE

AND BLOCKING FOR FULL

REPLACE WEATHER CAPS

LENGTH OF BRIDGE

AND BLOCKING FOR FULL

REPLACE WEATHER CAPS

ROOFING SYSTEM

STANDING SEAM METAL

REPLACE DESTROYED

ROOFING SYSTEM

STANDING SEAM METAL

REPLACE DESTROYED

FULL LENGTH OF BRIDGE

BOARDS & BATTEN SIDING

DESTROYED AND REMAINING

REPLACE AND PAINT ALL

FULL LENGTH OF BRIDGE

BOARDS & BATTEN SIDING

DESTROYED AND REMAINING

REPLACE AND PAINT ALL

SIDING REPAIRS

ROOF SYSTEM AND

(RAFTER AND LATH SHEATHING)

FRAMING SYSTEM

REPLACE DESTROYED ROOF

(RAFTER AND LATH SHEATHING)

FRAMING SYSTEM

REPLACE DESTROYED ROOF

REHABILITATION.

5. ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR

MEMBERS. SHORING ATTACHMENTS SHALL NOT DAMAGE HISTORIC MATERIALS.

4. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING WHEN REPAIRING/REPLACING STRUCTURAL TIMBER

ANY MEMBERS.

3. PROTECT ALL TIMBER COMPONENTS DURING CONSTRUCTION ACTIVITIES. USE CARE NOT TO DAMAGE

TO THE ATTENTION OF THE ENGINEER.

2. ANY CONDITION FOUND IN THE FIELD THAT ARE NOT INCLUDED IN THE PLANS SHALL BE BROUGHT

1. ALL TIMBER REPAIRS SHALL BE COMPLETED PRIOR TO THE CLEANING OF THE TIMBER MEMBERS.

NOTES:

POPLAR BATTENS.

SIDING. THE JOINTS SHALL BE COVERED BY 1" X 3"

BOARD AND BATTEN SIDING SHALL BE 1" X 8" POPLAR

BOARD AND BATTEN NOTE:

ESTIMATE OF QUANTITIES

DESCRIPTION UNIT QUANTITYDIMENSIONS

EA

EA

(FOR INFORMATION ONLY)

1x3x10'

2x6x10'

2x4x14'

1x3x10'

EA

EA

RAFTERS

COLLAR TIES

1x8x14'

1x3x14'

LATH SHEATHING

EA

EA

GIRTS

EA 532

EA 532

BOARD SIDING

BATTEN SIDING

STANDING SEAM METAL ROOFING SYSTEM

ROSIN PAPER 36"x200'

PER PLAN LS

ROLL

RIDGE BEAM

5x3•x12' 28

WEATHER CAP EA1x8x10'

1x3x10' EA

EA 28

EABLOCKING 3x3•x12' 5

1…x3•x12'

3x3•x12'

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r s u p

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036

PORTAL ABUTMENT #2PORTAL ABUTMENT #1

SCALE: •" = 1'-0" SCALE: •" = 1'-0"

FILL WITH 1" WOOD SIDING

MLH

DJC

FILL WITH 1" WOOD SIDING

ROSETTE

REPLACE DESTROYED

SIDEWALK CURB CURB SIDEWALK

ROSETTE

REPLACE DESTROYED

MAB

KVB

PLYWOOD. A MINIMUM OF 1" x 14" x 22"

LAMINATED PIECES OF PRESSURE TREATED

WOOD BACKING BOARD FAR SIDE, TO BE

SCALE: •" = 1'-0"

PORTAL ABUTMENT #1 DETAIL

REHABILITATED (2019)

BUILT IN 1856

BRIDGE NO. 2013

EMMETT & DANIEL O'BRIEN

S301-36-4.75

(SEE NOTES)

BRIDGE PLATE

REPAIRS

PORTAL

METAL RIDGE BATTEN METAL RIDGE BATTEN

(TYP)

BOARD & BATTEN SIDING

DESTROYED AND REMAINING

REPLACE AND PAINT ALL

(TYP)

BOARD & BATTEN SIDING

DESTROYED AND REMAINING

REPLACE AND PAINT ALL

ROOFING SYSTEM

STANDING SEAM METAL

ROOFING SYSTEM

STANDING SEAM METAL

2"x4" VERTICAL STUDS @ 16" C-C

REPLACED DESTROYED

STUDS @ 16" C-C

2"x4" VERTICAL

REPLACED DESTROYED

NAILING (8d STAINLESS NAILS)

SECURE SIDING TO STUD BY

HORIZONTAL BOARD SIDING

REPLACE DESTROYED 1"X6"

NAILING (8d STAINLESS NAILS)

SECURE SIDING TO STUD BY

HORIZONTAL BOARD SIDING

REPLACE DESTROYED 1"X6"

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

4. ANY CONDITION FOUND IN THE FIELD THAT ARE NOT INCLUDED IN THE PLANS

FOR REHABILITATION.

3. ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

HISTORIC MATERIALS.

STRUCTURAL TIMBER MEMBERS. SHORING ATTACHMENTS SHALL NOT DAMAGE

2. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING WHEN REPAIRING/REPLACING

CAUSE AT NO ADDITIONAL COST TO THE DEPARTMENT.

NOT TO DAMAGE ANY MEMBERS. CONTRACTOR TO REPAIR ANY DAMAGE THEY

1. PROTECT ALL TIMBER COMPONENTS DURING CONSTRUCTION ACTIVITIES. USE CARE

NOTES:

REHABILITATED IN 2021

BUILT IN 1856

BRIDGE NO. 11684

EMMETT & DANIEL O'BRIEN

U301-36-4.75

5. INFORMATION TO BE INCLUDED

4. THE METHOD OF MOUNTING SHALL BE TAMPER RESISTANT.

PROVIDED TO THE ENGINEER FOR APPROVAL.

SIDING AND BACKING BOARD AT FOUR LOCATIONS SHALL BE

3. A METHOD OF SECURELY MOUNTING THE PLATE THROUGH THE

2. PLATE SIZE SHALL BE A MINUMUM OF 10" x 18".

ATTACHING THE BRIDGE PLATE TO THE PORTAL.

1. A WOOD BACKING BOARD SHALL ALSO BE PROVIDED FOR

SPECIFICATION, EXCEPT AS FOLLOWS.

ACCORDANCE WITH SECTION 104.8 OF THE STANDARD

A BRIDGE PLATE SHALL BE PLACED ON THE WEST PORTAL IN

BRIDGE PLATE NOTES:

1" x 6" POPLAR SIDING.

HORIZONTAL SIDING SHALL BE

HORIZONTAL SIDING NOTE:

ESTIMATE OF QUANTITIES

DESCRIPTION UNIT QUANTITYDIMENSIONS

(FOR INFORMATION ONLY)

EASTUDS

HORIZONTAL BOARD SIDING

2x4x10'

1x6x14' EA

1x6x12' EA 4

1x8x12' EA 4

RAKE BOARD

SOFFIT TRIM

REVISION SHEET

NUMBER NUMBER

DATE BYREVISION

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DESIGNED

SHEET

OF

BRIDGE NO.

DATE

DRAWN

CHECKED

REVIEWED

CHARLESTON, WV 304-345-6712

M E

N T s t r s u p

C a r r o ll t o n .d

Roads

Div.

State

Dist.

No.

Project Project No. Year

County No. Sheets

TotalSheetFiscalFederal State

No.

WV 202107 BARBOUR

U301

-36-

4.75 00

03/21

STBG-0036