J3 Project Plans.pdf

PDF 10 MB Posted Jan 11, 2021

Attached to: Green Mountain National Forest - FR 10-6. 9 Bridge Replacement Project
Solicitation number: 12445521R0002
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity notice solicits bids to replace Bridge 10-6.9 within the Green Mountain National Forest. The Department of Agriculture Forest Service is seeking to award a contract to replace the bridge under solicitation number 12445521R0002. Bids are due by the complete solicitation package details replacing Bridge 10-6.9, which is located within the Green Mountain National Forest. The contractor will be responsible for removing the existing bridge and constructing a new bridge in its place. No other details regarding response dates, pricing terms, or set-asides are provided in the solicitation package.

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J4 SOW and Supplemental Specs.pdf	PDF	Jan 11, 2021
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PROJECT LOCATION PROJECT SITE

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

C-01 COVER SHEET 5/1/2020

C-02 PROJECT NOTES 5/1/2020

C-03 TYPICAL SECTIONS & DETAILS 5/1/2020

C-04 SITE PLAN 5/1/2020

C-05 PROFILES 5/1/2020

C-06 FRAMING PLAN 5/1/2020

C-07 SUPERSTRUCTURE DETAILS 1 OF 2 5/1/2020

C-08 SUPERSTRUCTURE DETAILS 2 OF 2 5/1/2020

C-09 BEARING DETAILS 5/1/2020

C-10 SUBSTRUCTURE DETAILS 1 OF 2 5/1/2020

C-11 SUBSTRUCTURE DETAILS 2 OF 2 5/1/2020

C-12 RAIL LAYOUT SHEET 5/1/2020

C-13 ROADWAY CROSS SECTIONS 1 OF 2 5/1/2020

C-14 ROADWAY CROSS SECTIONS 2 OF 2 5/1/2020

C-15 CHANNEL CROSS SECTIONS 5/1/2020

C-16 TIE SHEET 5/1/2020

FR 10-6.9 BRIDGE REPLACEMENT

APPROVED BY:

REGIONAL DIRECTOR OF ENGINEERING

DISTRICT RANGER

DATE

FOREST ENGINEER

TRAVEL DIRECTIONS:

5/1 /20

4 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

FROM US ROUTE 7 IN MOUNT TABOR, VERMONT, HEAD EAST ON BROOKLYN ROAD / FOREST

ROAD 10 FOR 6.9 MILES TO THE PROJECT LOCATION. THE PROJECT IS LOCATED WHERE FOREST

ROAD 10 CROSSES THE TEN KILNS BROOK (43°21'37”N, 72°54'04”W), JUST WEST OF THE INTERSECTION

OF FOREST ROADS 10 AND 30.

(R9) EASTERN REGION

GREEN MOUNTAIN NATIONAL FOREST

RUTLAND COUNTY

VERMONT

OVER TEN KILNS BROOK

STRUCTURE NUMBER: 092000000034759

STANDARD SHEETS

CRASH TESTED WOOD BRIDGE RAILINGS FOR CONCRETE DECKS (1 OF 2)

CRASH TESTED WOOD BRIDGE RAILINGS FOR CONCRETE DECKS (2 OF 2)

VTRANS STANDARDS

STANDARD DATE

G-1

STEEL BEAM GUARDRAIL DETAILS (POST, DELINEATOR,

TYPICALS)

3/10/2017

G-1D

STEEL BEAM GUARDRAIL DETAILS (END TERMINALS,

ANCHOR, MEDIAN)

3/10/2017

SD-501.00 CONCRETE DETAILS AND NOTES 2/9/2012

SD-502.00 CONCRETE DETAILS AND NOTES 10/10/2012

FOREST SUPERVISOR DATE

REGIONAL STRUCTURAL ENGINEER DATE

davidpdonahue Typewritten Text

RECOMMENDED BY:

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

1 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

PROJECT NOTES

05/01/2020

J. KEENER

A. CENTROFRANCHI

J. KEENER

C-02 2 16

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

6 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

TYPICAL SECTIONS

& DETAILS

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-03 3 16

ROADWAY TYPICAL SECTION

" = 1'-0"

TYPICAL BRIDGE SECTION

" = 1'-0"

TYPICAL CHANNEL SECTION

" = 1'-0"

TYPICAL EARTHWORKS SECTION

" = 1'-0"

EROSION CONTROL MAT

NOT TO SCALE

SILT FENCE

NOT TO SCALE

11+00 12+00 13+00

+93.78

FR 10

FR 30

O O

S RO

WOODS ROAD

S B

FR 10

SITE PLAN

LEGEND

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

1 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

SITE PLAN

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-04 4 16

E l e v a t i o n s

Station

Forest Road 10

10+00 11+00 12+00 12+50

PVI STA = 11+63.21

PVI ELEV = 1948.76

A.D. = 3.82%

K: 5.24

20.00' VC

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT ELEV = 1948.63

LOW PT STA = 11+53.21

PVI STA = 12+08.01

PVI ELEV = 1951.07

A.D. = 2.19%

K: 4.57

10.00' VC

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT ELEV = 1950.81

LOW PT STA = 12+03.01

PVI STA = 10+44.80

PVI ELEV = 1946.12

A.D. = -3.17%

K = 7.87

25.00' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH PT STA: 10+57.30

HIGH PT ELEV: 1946.60

PVI STA = 10+87.47

PVI ELEV = 1947.75

A.D. = -2.48%

K = 6.04

15.00' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH PT STA: 10+94.97

HIGH PT ELEV: 1947.85

PVI STA = 10+25.00

MATCH EXISTING

PVI STA = 12+15.00

MATCH EXISTING

3.82%

1.33%

5.15%

6.9 9%

7.3 4%

E l e v a t i o n s

Station

Ten Kiln Brook Alignment

1+50 2+00 3+00 3+50

P V

S T A

M A

T C

E X

I S T I N

P V

M A

T C

E X

I S T I N

-7.85%

0.10%

PVI STA = 2+30.88

2+30.88

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

7 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

PROFILES

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-05 5 16

TEN KILNS BROOK PROFILE

1" = 10'-0"

FR 10 PROFILE

1" = 10'-0"

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

FRAMING PLAN

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-06 6 16

FRAMING PLAN

SCALE:

" = 10'-0"

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

SUPERSTRUCTURE

DETAILS 1 OF 2

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-07 7 16

TYPICAL SLAB SECTION

(INTERIOR SHOWN, EXTERIOR SIMILAR)

SCALE: 1

" = 1'-0"

TYPICAL SLAB END SECTION

(EXTERIOR SHOWN, INTERIOR SIMILAR)

SCALE: 1

" = 1'-0"

TYPICAL SLAB REINFORCING PLAN

(EXTERIOR SHOWN, INTERIOR SIMILAR)

NOTE: RAILING INSERTS NOT SHOWN FOR CLARITY

SCALE:

" = 1'-0"

SLAB SHEAR KEY

SCALE: 1

" = 1'-0"

SHEAR KEY DETAIL

SCALE: 1

" = 1'-0"

"M" BAR DETAIL

SCALE: 3" = 1'-0"

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

SUPERSTRUCTURE

DETAILS 2 OF 2

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-08 8 16

TRANSVERSE TENDON ANCHORAGE DETAILS

SCALE: 1

" = 1'-0"

PLAN OF TRANSVERSE POST TENSIONING POCKET

SCALE: 1

" = 1'-0"

PVC WATERSTOP

N.T.S.

ANCHOR BOLT DETAIL

SCALE: 1

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

BEARING DETAILS

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-09 9 16

ELASTOMERIC BEARING DETAIL

SCALE: 3" = 1'-0"

BEARING PLACEMENT PLAN

SCALE: 1" = 1'-0"

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

SUBSTRUCTURE

DETAILS 1 OF 2

05/01/2020

A. CENTROFRANCHI

J. KEENER

C-10 10 16

ABUTMENT 1 ELEVATION

SCALE:

" = 1'-0"

TYPICAL ABUTMENT PLAN

SCALE:

" = 1'-0"

TYPICAL ABUTMENT SECTION A-A

SCALE:

" = 1'-0"

TYPICAL ABUTMENT REINFORCEMENT SECTION A-A

SCALE:

2' -9'' BAR LAP UNLESS OTHERWISE

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

SUBSTRUCTURE

DETAILS 2 OF 2

05/01/2020

A. CENTROFRANCHI

J. KEENER

C-11 11 16

ABUTMENT 2 ELEVATION

SCALE:

" = 1'-0"

TYPICAL ABUTMENT STEMWALL REINFORCEMENT PLAN

SCALE:

" = 1'-0"

TYPICAL WEEPHOLE DETAIL

"= 1'-0"

SECTION A-A

"= 1'-0"

TYPICAL WINGWALL SECTION B-B

SCALE:

" = 1'-0"

TYPICAL WINGWALL REINFORCEMENT SECTION B-B

SCALE:

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

1 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

RAIL LAYOUT SHEET

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-12 12 16

BRIDGE RAIL LAYOUT

SCALE:

e v a t i o n

Offset

10+00.00

0 500-50

E l e v a t i o n

Offset

10+25.00

0 500-50

E l e v a t i o n

Offset

10+50.00

0 500-50

E l e v a t i o n

Offset

10+75.00

0 500-50

E l e v a t i o n

Offset

11+00.00

0 500-50

E l e v a t i o n

Offset

11+25.00

0 500-50

2+00.00 2+50.00

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

ROADWAY CROSS

SECTIONS 1 OF 2

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-13 13 16

ROADWAY CROSS SECTIONS

e v a t i o n

Offset

11+50.00

0 500-50

E l e v a t i o n

Offset

11+75.00

0 500-50

E l e v a t i o n

Offset

12+00.00

0 500-50

E l e v a t i o n

Offset

12+25.00

0 500-50

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

ROADWAY CROSS

SECTIONS 2 OF 2

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-14 14 16

ROADWAY CROSS SECTIONS

e v a t i o n

Offset

2+00.00

0 500-50

E l e v a t i o n

Offset

2+25.00

0 500-50

E l e v a t i o n

Offset

2+75.00

0 500-50

E l e v a t i o n

Offset

2+50.00

0 500-50

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

8 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

CHANNEL CROSS

SECTIONS

05/01/2020

J. KEENER

A. CENTROFRANCHI

C-15 15 16

CHANNEL CROSS SECTIONS

11+00 12+00 13+00

+93.78

FR 10

FR 30

O O

S RO

WOODS ROAD

S B

FR 10

PLAN VIEW

LEGEND

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 /20

1 J

\\V

J\S

\58

2.0 3 E

-6 9 B

\58

2.0 3_

W G;

EASTERN REGION

FR 10-6.9 BRIDGE

REPLACEMENT

OVER TEN KILNS

BROOK

GREEN MOUNTAIN

NATIONAL FOREST

MANCHESTER RANGER DISTRICT

TIE SHEET

05/01/2020

J. KEENER

J. VEAR

C-16 16 16

TOP OF RAIL

2'-5" +/- 1"

TOP OF RAIL

2'-5" +/- 1"

DES.

BOLT

REF. NO.

ARTBA

(MIN.)

POSTS

STEEL

POSTS

WOOD

XX1"1‚"F-3[1‚]-76"A"

"C"

"D"

"F"

F-3[9•]-76

F-3[18]-76

F-3[25]-76

9•" 1ƒ"

2•"18"

25" 2"

Œ"

1 ƒ"

BOLT IS USED WITH WOOD POSTS.

NOTE: WASHER IS USED UNDER RECESSED NUT WHERE GUARDRAIL

ARTBA F-13-73

HEX.

1 ‚"ˆ"

OR BOTH SIDES

1" DIA. ONE

(- ",+ˆ")

OR 1‹"

1 Š"

ARTBA RE-3[2@6'-3"=12'-6" CLASS A, TYPE 1]-73

TO BE REFLECTIVE MATERIAL.

TWO FACES OF THIS PORTION OF WASHER

HD. ) 8 REQUIRED PER JOINT

†'' x 1 ‚'' SPLICE BOLTS (ROUND

2 ƒ''

5'' 1 ƒ''

3''

2 ƒ''

0.10'' THICK

GROUND LINE

3''

1 ƒ''

DIRECTION OF

TRAFFIC

1''

11/16''5''

7''

4''

1 „''

FOR A.S.T.M. B-209 ALLOY 5052-H32.

FIFTH POST. WASHER SHALL MEET SPECIFICATION REQUIREMENTS

VALLEY OF BEAM WHEN MOUNTING BEAM ONTO EACH

THIS REFLECTORIZED ALUMINUM WASHER IS TO BE PLACED IN

95 + 1

6' - 3" 6' - 3"

12' - 6"

2 "2 "

LAP

12•"

7''

1 ‡'' ƒ'' 0 HOLE

6''

1'-2''

8''

4 ‚''…'' ‡''

STEEL POST

FRONT FACE

6'-0''

2 Š''

3 ‚'' 1 „''

3 ‚''

2 Š''

12‚''

14''

3‚'' 8''

7†''6''

BOLT HOLE

‡'' 0 POST

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "C"

SLOTTED HOLES

ž'' x 1 „''

SPLICE DETAIL

SEE GUARDRAIL

1'-2"

ELEVATION FROM C OF ROADL

DIRECTION OF TRAVEL

"W" BEAM GUARDRAIL WITH STEEL POSTS

SECTION A -A

SINGLE - FACED BARRIER DOUBLE - FACED BARRIER

ELEVATION

SECTION

GUARDRAIL SPLICE DETAIL

HD. ) 8 REQUIRED PER JOINT

†'' x 1 ‚'' SPLICE BOLTS (ROUND

GROUND LINE

7''

6''

6' - 3" 6' - 3"

12' - 6"

2 "2 "

LAP

12•"

7'' ƒ'' 0 HOLE

6''

1'-2''

8''

6" X 8" X 1'-2"

WOOD POST

FRONT FACE

6'-0''

2 Š''

3 ‚'' 1 „''

3 ‚''

2 Š''

12‚''

14''

3‚''

8''

BOLT HOLE

‡'' 0 POST

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "D"

SPLICE DETAIL

SEE GUARDRAIL

1'-2"

ELEVATION FROM C OF ROADL

DIRECTION OF TRAVEL

SECTION A -A

SINGLE - FACED BARRIER DOUBLE - FACED BARRIER

ELEVATION

SECTION

GUARDRAIL SPLICE DETAIL

SPECIFIED ON PLANS

* NOTE : UNLESS OTHERWISE

GUARDRAIL DELINEATOR

TYPICAL GUARDRAIL SECTION

3-‰"

SHEET THICKNESS

55°

10°

•" R

2‚"

3‚"

Œ"

12‚"

1˜"

•" R

TOLERANCE

1ˆ"

…" R

BUTTON HEAD

OVAL SHOULDER

45°

1‚'' R.

GUARDRAIL BOLT

GUARDRAIL BOLTS

USED IN

FASTENER

8''

3''

6''

3 ''

†'' NC-2

‰''Š''

WASHER FOR †" BOLTS

3'-7"

"W" BEAM GUARDRAIL WITH WOOD POSTS

WOOD BLOCKOUT

6''x 8''x 1'-2'' ƒ''x2 •'' SLOT

RECESSED NUT FOR GUARDRAIL BOLT

ˆ" (0",‰")

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "F"

WOOD BLOCKOUT MOD. (TYP.)

IS INSTALLED.)

POST AND BLOCKOUT AFTER BOLT

NAIL (DRIVE NAIL AT CENTER OF

GALVANIZED STEEL 16d COMMON

OR "F"

GUARDRAIL BOLT "D"

ƒ''x2 •'' SLOT FOR

BOLT "A" (TYP)

SLOT FOR GUARDRAIL

ž'' x 1 „''

POST (TYP.)

6" x 8" WOOD

STEEL POST (TYP.)

W6 x 9.0

ALTERNATIVE MATERIAL.

BLOCKOUTS MAY ALSO BE MADE OF APPROVED 4.

TREAT WITH PRESERVATIVE PER AASHTO M 133.3.

SUPPLY WOOD BLOCKS PER AASHTO M 168.2.

HOLES SHALL BE NOT MORE THAN +/- ‚".

ROUGH SAWN BLOCKS IN THE DIRECTION OF THE BOLT

DIMENSIONS INDICATED. THE SIZE TOLERANCE OF

BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH

OTHER APPROPRIATE ASSOCIATION. TIMBER FOR

BUREAU, SOUTHERN PINE INSPECTION BUREAU OR

ACCORDANCE WITH WEST COAST LUMBER INSPECTION

GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN

BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS 1.

NOTES:

DUTY TO BE ¤" THICK.

STANDARD STEEL BEAM TO BE „" AND THE HEAVY 5.

HIGHWAY BARRIER HARDWARE", LATEST EDITION.

FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED

ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK

POSTS, POST ACCESSORIES, FASTENERS & RAIL

IDENTIFIED BY (ARTBA ...) AND OTHER DETAILS OF

FOR DESCRIPTION AND SPECIFICATION OF PARTS 4.

THE GUARDRAIL.

DIRECTION OF TRAFFIC FLOW FOR THE LANE NEAREST

GUARDRAIL SECTIONS SHALL BE LAPPED IN THE 3.

OTHERWISE DESIGNATED.

GUARDRAIL SHALL BE SINGLE FACED UNLESS 2.

DESIGNATED.

AASHTO M 180, CLASS A, TYPE I, UNLESS OTHERWISE

GUARDRAIL SHALL MEET THE REQUIREMENTS OF 1.

GENERAL NOTES:

6" X 8" X 1'-2" (FOR USE W/ STEEL POSTS ONLY)

MODIFIED WOOD BLOCKOUT- ROUTED

POST FACE

WOOD BLOCKOUT

POST FACE

ALTERNATIVE MATERIAL.

BLOCKOUTS MAY ALSO BE MADE OF APPROVED 4.

TREAT WITH PRESERVATIVE PER AASHTO M 133.3.

SUPPLY WOOD BLOCKS PER AASHTO M 168.2.

BOLT HOLES SHALL BE NOT MORE THAN +/- ‚".

ROUGH SAWN BLOCKS IN THE DIRECTION OF THE

DIMENSIONS INDICATED. THE SIZE TOLERANCE OF

BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH

OTHER APPROPRIATE ASSOCIATION. TIMBER FOR

BUREAU, SOUTHERN PINE INSPECTION BUREAU OR

ACCORDANCE WITH WEST COAST LUMBER INSPECTION

GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN

BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS 1.

NOTES:

VERMONT AGENCY OF TRANSPORTATION

Workin to Get You There

G-1STEEL BEAM GUARDRAIL WITH WOOD POSTS

STEEL BEAM GUARDRAIL WITH STEEL POSTS

G-1D

DESCRIPTIONDATEREV.

OTHER STANDARDS REQUIRED:

VTRANS AND FHWA APPROVAL ON FILE WITH CONTRACT ADMINISTRATION

STANDARD

750.08(B)(7).

TO OR EXCEEDING SUBSECTION

RETROREFLECTIVE SHEETING EQUAL

SUBSECTION 750.08(B)(3) OR YELLOW

SHEETING EQUAL TO OR EXCEEDING

HAVE WHITE RETROREFLECTIVE

SUBSECTION 728.04 AND SHALL

SHALL MEET THE REQUIREMENTS OF

GUARDRAIL MOUNTED DELINEATORS

4‚'' 4‚''

SHEETING NOTES

UPDATED DELINEATOR RETROREFLECTIVE NOV. 10, 2015--

OF 29''; FHWA LETTER (MAY 17, 2010)

UPDATED TO REFLECT GUARDRAIL HEIGHT FEB. 10, 2014--

-- MAR. 10, 2017 REVISED GUARDRAIL SPLICE DETAIL

TOP OF RAIL

2'-5'' +/- 1''

TOP OF RAIL

2' - 3‡''

STEEL BEAM GUARDRAIL SHALL BE 25'-0'' UNLESS OTHERWISE SPECIFIED.

THE TRANSITION FROM THE APPROACH END TO THE STANDARD

APPROACH RAIL SHALL BE 25'-0'' UNLESS OTHERWISE SPECIFIED.

HEIGHT OF STANDARD STEEL BEAM TO MATCH THE BRIDGE

OF A DIFFERENT HEIGHT THE LENGTH NEEDED TO TRANSITION THE

WHEN STANDARD STEEL BEAM CONNECTS TO BRIDGE APPROACH RAIL

UNLESS OTHERWISE SPECIFIED.

MATCH THE MANUFACTURED TERMINAL SECTION SHALL BE 25'-0''

TO TRANSITION THE HEIGHT OF STANDARD STEEL BEAM TO

TERMNAL SECTION OF A DIFFERENT HEIGHT THE LENGTH NEEDED

WHEN STANDARD STEEL BEAM CONNECTS TO A MANUFACTURED 7.

SLOPE

TO STEEPER

TRANSITION

OR FLATTER

1-4 SLOPE

PAY LIMIT FOR GUARDRAIL

SPECIFIED

NOTE: TO BE USED OUTSIDE CLEAR ZONE ONLY.

GROUND LINE

ASSEMBLY ELEVATION

6'-3''

GROUND LINE GROUND LINE

ELEVATION

PAY LIMIT

FOR BARRIER

BUFFER END

SECTION

STEEL POSTBLOCKS

PLAN

STEEL POST

PLAN

ANCHOR FOR STEEL BEAM RAIL

INTERMEDIATE BREAK

SHOP-FORMED TO A 16' RADIUS

ONE 12'-6'' BEAM RAIL SECTION

O F F S

E T

APPROACH END DETAIL

DIRECTION OF TRAFFIC

6' -3 T

ANCHOR ROD

BEAM RAIL

ANCHOR FOR STEEL

SHOULDER SLOPE

NORMAL SIDE SLOPE

SECTION A-A

EXTENDED SHOULDER SLOPE (WELL ROUNDED

TO MEET NORMAL SIDE SLOPE )

4'-10'' OFFSET 3'-0''

SHOULDER IN 25' OR MORE

TRANSITION BACK TO NORMAL

POST

END

6'-3'' TYPICAL POST SPACING

BLOCKOUT

WOOD

MODIFIED

1-4 OR FLATTER

5/8'' NC-2

1 ‚''

HEX.

11/16''

(ARTBA F-8-76)

ƒ'' x 2'' - A325

2''6'' ƒ

H O

Š''

2‚''

1„''

1•'' 0

ANCHOR ROD

1‚''

5''5''5''

12''8'-0''

1‚'' 8 RH THREAD

TURNBUCKLE

6'' TAKE UP

LOAD APPLIED THROUGH ASSEMBLY

MIN. TENSILE STRENGTH 60,000 LBS.

SQ. HD.

STD

4'-0''

ANCHOR ROD

GROUND LINE

CONC. BLOCK

2' x 2' x 6''

2 ‚'' R.

8•''

6‚

2'-0'' APPROX. **

3" MIN.

1'-0 ‚''

1'-4'' APPROX.

ž" X 1„"

SPLICE BOLT SLOT

OVERALL LENGTH (**) OF APPROXIMATELY 2'- 1 1/2. "

IS USED IN THIS PART, IT WILL GIVE AN ACCEPTABLE

* THIS DIMENSION IS 7•" INRE-7-79. IF THE DIMENSION

4'-0''ANCHOR ROD

CONC. BLOCK

2' x 2' x 6''

USE ON ONE-WAY HIGHWAYS

TRAILING END TERMINAL FOR

ROUNDED "W" BEAM END SECTION

6'-3''

FASTENER DETAILS

GENERAL NOTES:

(ARTBA RE-6-79)

OTHERWISE NOTED

6'-3'' SPACING UNLESS

1‚'' 8 RH THREAD

PLATE WASHER (TYP.)

…''x5'' SQ.

NORMAL LINE OF GUARDRAIL

1‚'' 8 LH THREAD

MOD. OFFSET

NHS APPROVED FOR USE WHERE DESIGN SPEED IS 40 OR LESS MPH

IS 50 OR LESS MPH

NON-NHS APPROVED FOR USE WHERE DESIGN SPEED

ANCHOR ROD CONNECTOR

SLOPE BREAK

CONNECTOR

ANCHOR ROD

ROUNDED "W" BEAM END SECTION

STEEL BEAM MEDIAN BARRIER

MEDIAN END

†" HEX NUT AND BOLT "F"

MOD. WOOD BLOCKOUT

1. ALL METAL PARTS SHALL BE GALVANIZED

ALL WOOD POSTS SHALL BE GIVEN A PRESERVATIVE TREATMENT

SECTIONS WILL BE FOUND ON STANDARD DRAWING G-1.

DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" BEAM

BARRIER HARDWARE", LATEST EDITION.

TASK FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAY

FASTENERS AND RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT

"(ARTBA...)" AND OTHER DETAILS OF POSTS, POST ACCESSORIES,

FOR DESCRIPTION AND SPECIFICATIONS OF PARTS IDENTIFIED BY

REV. DATE DESCRIPTION

VERMONT AGENCY OF TRANSPORTATION

Workin to Get You There

STANDARD

OTHER STANDARDS REQUIRED:

VTRANS AND FHWA APPROVAL ON FILE WITH CONTRACT ADMINISTRATION

2 JAN. 3, 2000 UPDATED TO REFLECT METRIC STD. CHANGES

3 FEB. 10, 2014

UPDATED TO REFLECT GUARDRAILS HEIGHT

OF 29": AS NOTED IN FHWA LETTER

DATED MAY 17,2000

4 UPDATED WASHER DETAILS

3''

1.50"

1ƒ''

(FWR03)

PLATE WASHER

GUARDRAIL

RECTANGULAR •" x 1" SLOT

G-1 STEEL BEAM MEDIAN BARRIER

ANCHOR FOR STEEL BEAM GUARDRAIL

STEEL BEAM GUARDRAIL END TERMINALS

G-1D

PLATE WASHER

GUARDRAIL

RECTANGULAR

MAR. 10, 2017

DETAIL

STRUCTURES

REVISIONS

CONCRETE

DETAILS AND NOTES

SD-501.00

APPROVED FOR USE BY VAOT STRUCTURES SECTIONMAY 7, 2010

FEBRUARY 9, 2012 REBAR SUBSTITUTION ALLOWANCE ADDED TO CONCRETE GENERAL NOTES.

V E

R M

N T

AGENCY OF TRANSPO

T A T

TRUCTURES - SECTI

O N

1. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1" x 1"

WHEN USING HIGHER STRENGTH STEEL.

AASHTO LRFD BRIDGE DESIGN SPECIFICATION AND STRUCTURES DESIGN MANUAL

BAR SIZE AND SPACING MAY BE MODIFIED ACCORDING TO THE LATEST

60 KSI STEEL, UNLESS NOTED OTHERWISE. WITH THE ENGINEER'S PERMISSION,

REINFORCING STEEL SIZE AND SPACING SHOWN IN THE PLANS IS BASED ON

(NOT TO SCALE)

WALL THICKNESS

ROUGHENED SURFACE

LIMITS OF

JOINT IS EXPOSED

WHERE ANY PORTION OF

SCORE MARK, TO BE USED

STEEL

REINFORCING

BE WETTED AND STANDING WATER REMOVED.

IS PLACED, ALL CONSTRUCTION JOINTS SHALL

2. IMMEDIATELY BEFORE NEW CONCRETE

LAITANCE.

JOINTS SHALL BE CLEANED AND FREE OF

1. THE SURFACE OF THE CONCRETE CONSTRUCTION

ROUGHENED SURFACE

‚" - •" DEPTH

TYPICAL HORIZONTAL CONSTRUCTION JOINT

Ž"

OF THE ENGINEER.

OTHER CONFIGURATIONS OF WATERSTOP MAY BE USED UPON APPROVAL

UNIT BID PRICE FOR THE ADJACENT CONCRETE.

PAYMENT FOR THE P.V.C. WATERSTOP SHALL BE INCIDENTAL TO THE

CONSTRUCTION JOINTS

P.V.C. WATERSTOP FOR

Ž"

OF THE ENGINEER.

OTHER CONFIGURATIONS OF WATERSTOP MAY BE USED UPON APPROVAL

UNIT BID PRICE FOR THE ADJACENT CONCRETE.

PAYMENT FOR THE P.V.C. WATERSTOP SHALL BE INCIDENTAL TO THE

EXPANSION JOINTS

P.V.C. WATERSTOP FOR

(NOT TO SCALE)

AND WINGWALL

JOINT BETWEEN FASCIA

ƒ" RADIUS

•" EXPANSION MATERIAL

FASCIA

UNIT BID PRICE FOR ADJACENT CONCRETE

SHALL BE INCIDENTAL TO THE

(TYP)

TRANSVERSE REINFORCING

LONGITUDINAL REINFORCING

1 …"

D E

C K

H I

C K

N E

S S

T H I

C K

N E

S S

PREMOLDED EXPANSION MATERIAL

6" MIN.

SCORE MARK

L L

TYPICAL CONCRETE EXPANSION JOINT

SCORE MARK

THICKNESS

TYPICAL CONCRETE CONSTRUCTION JOINT

W=WALL

(NOT TO SCALE)

ƒ" ƒ" (TYP)•" (TYP)

SCORE MARK DETAIL

CONCRETE GENERAL NOTES

CONSTRUCTION JOINT DETAILS

TRANSVERSE BRIDGE SLAB

INCLUDE WITH COST BID FOR CONCRETE.

BEFORE PLACING NEW CONCRETE.

APPLY EPOXY BONDING COMPOUND

(NOT TO SCALE)

(NOT TO SCALE)(NOT TO SCALE)

FACE OF GUARD RAIL

STEMABUT.

FASCIA1

BRIDGE PLAQUE

EDGE OF SHOULDER

TOP OF CURB

BRIDGE PLAQUE

1'-0

ABUT. #1

WW #2

W W

(NOT TO SCALE)

INCIDENTAL TO THE ADJACENT CONCRETE.

PAYMENT FOR INSTALLATION OF THE BRIDGE PLAQUE SHALL BE

THE ENGINEER.

ABUTMENT #1 ON THE RIGHT SIDE AS SHOWN OR AS DIRECTED BY

TRANSPORTATION AND SHALL BE INSTALLED BY THE CONTRACTOR AT

THE BRIDGE PLAQUE WILL BE SUPPLIED BY THE AGENCY OF

JOINT SEALER

POLYURETHANE

ALL AROUND

AS SPECIFIED

SURFACE TREATMENT

(NOT TO SCALE)

D E

C K

D E

C K

CURB

CONCRETESEE DETAIL "B"

JOINT

CONSTRUCTION

1 •" ƒ

ALL AROUND

ƒ"

CURB

CONCRETE

DETAIL FOR ADDITIONAL INFORMATION

1. SEE TYPICAL HORIZONTAL CONSTRUCTION JOINT

ROUGHENED SURFACE

‚" - •" DEPTH

DETAIL "B"

CURB CONCRETE ITEM

INCIDENTAL TO THE BRIDGE

CONCRETE. PAYMENT TO BE

SECTION 524. COLOR TO MATCH

MEETING THE REQUIREMENTS OF

POLYURETHANE JOINT SEALER

DETAIL

STRUCTURES

REVISIONS

CONCRETE

DETAILS AND NOTES

FASCIA

@ 45° TO FASCIA

OF ABUTMENT AND OUTLET

NOTCH 3'-0" FROM FACE

DRIP NOTCH STOP DRIP

(NOT TO SCALE)

1" CHAMFER

LEVEL SURFACE

DECK

SUPERSTRUCTURE

NOTCH

ƒ" DRIP

SD-502.00

MAY 7, 2010 APPROVED FOR USE BY VAOT STRUCTURES SECTION

(NOT TO SCALE)

JUNE 4, 2010 MODIFIED AND ADDED TWO DETAILS

JOINT

CONSTRUCTION

HORIZONTAL

90°

CLIP DETAIL

ACUTE ANGLE

CONSTRUCTION JOINT

HORIZONTAL WINGWALL

SIDEWALKS WHEN SHOWN IN THE PLANS.

THE JOINT SPACING AND DETAILS SHOWN SHALL APPLY TO

NECESSARY TO MAINTAIN COVER IN THE FLARED CURB ENDS.

CONSTRUCTION JOINTS. CURB STIRRUP BARS SHALL BE TURNED AS

LONGITUDINAL REINFORCING SHALL BE CONTINUOUS THROUGH CURB

ADJACENT PLACEMENTS.

ALTERNATE SECTIONS WITH A MINIMUM OF 48 HOUR DELAY BETWEEN

WHEN CURB JOINTS ARE USED THE CURBS SHALL BE PLACED IN

7'-0" EACH SIDE OF THE CENTERLINE OF EACH PIER.

JOINTS SHALL BE LOCATED OVER THE CENTERLINE OF PIERS AND

WHETHER APPROVED SHRINKAGE REDUCING ADMIXTURE IS USED, CURB

ON MULTI-SPAN CONTINUOUS SUPERSTRUCTURES, REGARDLESS OF

RAILING POST.

CENTER AND 2'-0" MINIMUM FROM THE CENTER OF NEAREST BRIDGE

CONSTRUCTION JOINTS SPACED AT A MAXIMUM OF 15'-0" CENTER TO

REDUCING ADMIXTURE, THE CURBS SHALL BE CONSTRUCTED WITH

IF THE CONTRACTOR CHOOSES NOT TO USE AN APPROVED SHRINKAGE

INCIDENTAL TO THE BRIDGE CURB CONCRETE ITEM.

PAYMENT FOR THE SHRINKAGE REDUCING ADMIXTURE WILL BE

SPECIAL PROVISIONS IS USED WITH THE CONCRETE MIX DESIGN.

AN APPROVED SHRINKAGE REDUCING ADMIXTURE LISTED IN THE

CONCRETE CURBS MAY BE PLACED IN ONE CONTINUOUS OPERATION IF

CONCRETE CURB JOINT NOTES

DRIP NOTCH DETAIL

BRIDGE PLAQUE

SECTION B - B

CONCRETE CURB JOINT SECTION

PLAN

VIEW "A - A"

3" ADHERE TO THESE SURFACES

M I

TOP OF WINGWALL

V E

R M

N T

AGENCY OF TRANSPO

T A T

TRUCTURES - SECTI

O N

OCTOBER 10, 2012 MODIFIED HORZ. JOINT WINGWALL ADD 6" MIN. DIMENSION

Sheets and Views

58132.03_CV - 36x24 EXPANDED

58132.03_NT - Notes

58132.03_TYP - Typicals

58132.03_SP - Site Plan

58132.03_PRO - Profiles

58132.03_SUP - Framing Plan

58132.03_SUP - Superstructure Details

58132.03_SUP - Superstructure Details (2)

58132.03_SUP - Superstructure Details (3)

58132.03_SUB - Abutment 1

58132.03_SUB - Abutment 2

58132.03_SP - Rail Layout

58132.03_XS - XS1

58132.03_XS - XS2

58132.03_XS - XS3

58132.03_SP - Tie Sheet

	2020-05-05T06:31:30-0400
BRIAN AUSTIN

	2020-05-05T14:20:38-0400
JOHN SINCLAIR

	2020-06-19T16:52:17-0400
DAVID FRANCOMB

	Regional Bridge Program Manager
2020-06-22T06:49:36-0500
JEFFREY DULKA
I am approving this document

	2020-06-22T08:00:44-0500
JOSIAH KIM

File details come from the government source that posted it. Updated Jan 11, 2021.