5 87

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

s10c222forms.dgn

C. BURRALL

C. CARLSON C. BURRALL

BHF 0814(1)

G. ROKES

RICHFORD-SUTTON, PQ

PROJECT NOTES 11

DATE BY

VAOT

DESCRIPTIONREVISION

ADDED NOTE 45

REVISED NOTE 44 &11/27/2017

1

1

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF6 87

s10c222forms.dgn

C. BURRALL

C. CARLSON C. BURRALL

BHF 0814(1)

G. ROKES

RICHFORD-SUTTON, PQ

PROJECT NOTES 21

DATE BY

VAOT

DESCRIPTIONREVISION

1

NOTE NUMBERING

CHANGES DUE TO11/27/2017

1

1

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF30 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

s10c222sup.dgn

C. BURRALL C. BURRALL

TRUSS REPAIRS

C. CARLSON

CL

4'-0"

D1

P2

P2

FB1

FB1

FB1

FB1

FB1

FB1

FB3

FB2

J4

J5

J4

J5

J6

J1J1J1J1J1

J4

J5

J6

J5

J4

J1 J1 J1 J1 J1

J2

J2

J3

STATIONING

CURB

J1

LP1

LP2 LP3 LP3 LP2

LP1

LP3 LP3

(UP STREAM)

TRUSS LOWER CHORD RIGHT SIDE

LP1

LP2 LP3 LP3 LP3 LP3 LP2

LP1

(DOWN STREAM)

TRUSS LOWER CHORD LEFT SIDE

EP1 E

P1

EP1

CURB

4'-0" E

P1

P2

SCALE …" = 1'-0"

SCALE …" = 1'-0"

SCALE …" = 1'-0"

REPLACE THE FOLLOWING:

MARK

IDENTIFICATION COMMENTS

PIER ABUTMENT #2

PIERABUTMENT #2

ABUTMENT #2PIER

G. ROKES

D1 (A)

D1 (B)

###

AS INDICATED IN ORIGINAL PLANS

REPLACED MEMBERS NOMENCLATURE

LEGEND

TRUSS LEFT SIDE ELEVATION (DOWN STREAM)

TRUSS FLOOR SYSTEM PLAN

TRUSS RIGHT SIDE ELEVATION (UP STREAM)

TRUSS FRAMING

J2

J3

J2

J2

J3

J2

J2

J3

J2

J2

J3

J2

iN

PLATE

GUSSET

I-C

PLATE

GUSSET

I-C

PLATE

GUSSET

2a

PLATE

GUSSET

2a

PLATE

GUSSET

2f

PLATE

GUSSET

2f

PLATE

GUSSET

I-C

PLATE

GUSSET

I-C

PLATE

GUSSET

2a

PLATE

GUSSET

2a

PLATE

GUSSET

2f

PLATE

GUSSET

2f

PLATE

GUSSET

iN

PLATE

GUSSET

iN

PLATE

GUSSET

iN

PLATE

GUSSET

LD3 LD2

LD1

LD5LD6

LD4

LD5LD6

LD4

LD5LD6

LD4

LD5LD6

LD4

LD5LD6

LD4 LD3

LD2

COMPLETE REPLACEMENT (STRINGERS)

COMPLETE REPLACEMENT (FLOOR BEAMS)

COMPLETE REPLACEMENT (CONNECTION PLATES)

COMPLETE REPLACEMENT (GUSSET PLATES)

REPLACED MEMBERS

REPLACED (UNLESS OTHERWISE NOTED).

OF EQUAL GEOMETRY AND SECTION PROPERTIES AS THOSE BEING

MEMBERS BE REPLACED. ALL REPLACEMED MEMBERS SHALL BE

REQUIREMENT. FIELD INSPECTION MAY REQUIRE THAT ADDITIONAL

THE MEMBERS SHOWN TO BE REPLACED ARE THE MINIMUM

iN, 1-C, 2a, 2f

J1, J2, J3, J4, J5, J6

LD1, LD2, LD3, LD4 ,LD5, LD6

P1, P2, P3

LP1, LP2, LP3

FB1, FB2, FB3

SALVAGE ALL MEMBERS THAT ARE NOT IDENTIFIED AS REPLACE.

REPLACE 4'-0" FROM TOP OF CURB AND BELOW

REPLACE 4'-0" FROM TOP OF CURB AND BELOW

COMPLETE REPLACEMENT (BOTTOM LATERALS)

LD1

TC1TC2 TC3 TC2

TC1

TC1TC2 TC3 TC2

TC1

BC1 BC2 BC3 BC2 BC1

FRACTURE CRITICAL MEMBER (FCM)*

P1*

P3*

P3*

P2

P1*

P3*

P3*

P1*

P1*

BC1 BC2 BC3 BC2 BC1

D1 (

B)*

REPLACE 4'-0" FROM TOP OF CURB AND BELOW

D1(A)*

D1

DOWN STREAM TRUSS

D1 (A) - DIAGONAL ON

UP STREAM TRUSS

D1 (B) - DIAGONAL ON

D2

D2

D2

D3

D5 D

4

D2

D4 D

5

D3

1

DATE BY

VAOT

DESCRIPTIONREVISION

1

11/27/2017 MODIFIED FCM

1

1

1

1

1

1

1

L

L

SCALE 1/2" = 1'-0"

GUSSET PLATE 2a

1ƒ" 2ƒ"

(TYP)1ƒ

"

(TY

P)

9"

1'-4•

"

2"

3"

3"

3"

3"

3"

3"

3"

6"

3"

3"

3"

3"

3"

3"

3"

2•

"

1•"

(TYP)

(TY

P)

3"

3"

2'-5•

"

3"3ƒ"5•"3ƒ"4"4"4"4"4" 1•"

3'-3"

45.075° 90

°

3"

1ƒ" 2ƒ"

(TYP)

(TY

P)

2ƒ" 5‚"3•"3•"3•"5ƒ"

2'-4ƒ"

11‡

"

4„" 2ƒ" 1•"3"3"3"3"3"3"1'-1‡"2ƒ"

(TYP)

3"

3"

3"

2'-3‡

"

3'-3ƒ

"

90°

3"

1•

"

3•

"

3•

"

3"

3"

3"

3"

3"

3"

3"

(TYP)

45.075°

3"

3"

2†

"…"

4ˆ

"

3'-7"

SCALE 1/2" = 1'-0"

GUSSET PLATE iN

GUSSET PLATE DETAILS

P 3'-3 ƒ" X 3'-7" X ‹

P 3'-3" X 3'-11' X …

1•

"3•

"6

SP

AC

ES

@ 3"

=1'-6"

3"

3"

4ƒ

"3"

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF37 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

s10c222sup.dgn

C. CARLSON

C. BURRALL

G. ROKES

C. BURRALL

GUSSET PLATE DETAILS 1

8•

"

9ƒ

"

(FRACTURE CRITICAL MEMBERS).

1. ALL NEW GUSSET PLATES SHALL BE DESIGNATED FCM

NOTES:

1

DATE BY

VAOT

DESCRIPTIONREVISION

MODIFIED FCM NOTE

1

11/27/2017

L

1ƒ

"

1ƒ" 2ƒ"

3"

6"

3"

3"

3"

3"

3"

3"

3"

6ƒ

"3"

2•

"3"

1•" 2ƒ"3ƒ"3"

9"

1'-0"

1'-10"

GUSSET PLATE 1-C

SCALE 1/2" = 1'-0"

L

48.242°

47.439° 1

'-3

…"

2'-0‡

"

9"

3'-0•"

1ƒ" 2ƒ"

3"

3"

2•

"

(TY

P)

(TYP)

(TYP)

(TY

P)(TYP)

1ƒ

"

(TY

P)

(TY

P)

4‰

"

3"

3"

3"

2‚

"

3"

3"

3"

2" 2ƒ"3ƒ"4"4"4" 1•"4"4"3ƒ"2ƒ"

P 3'-0•" X 3'-11" X …

90°

SCALE 1/2" = 1'-0"

GUSSET PLATE 2f

1'-11‹

"

GUSSET PLATE DETAILS

P 1'-10" X 3'-11" X …

1'-0ƒ

"

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF38 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

s10c222sup.dgn

C. CARLSON

C. BURRALL

G. ROKES

C. BURRALL

GUSSET PLATE DETAILS 2

3"

6"

3"

3"

3"

3"

3"

3"

3"

9ƒ

"

(FRACTURE CRITICAL MEMBERS).

1. ALL NEW GUSSET PLATES SHALL BE DESIGNATED FCM

NOTES:

1

DATE BY

VAOT

DESCRIPTIONREVISION

MODIFIED FCM NOTE

1

11/27/2017

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF83 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

C. BURRALL C. BURRALL

C. CARLSON

EPSC NARRATIVE

s10c222forms.dgn

G. ROKES

1

REVISION DATE BY

VAOT

DESCRIPTION

11/27/2017 REVISED NOTE

1

84 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

C. BURRALL C. BURRALL

C. CARLSON

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OFEPSC EXISTING CONDITION

s10c222bdr_epsc.dgn

G. ROKES

1

DATE BY

VAOT

DESCRIPTIONREVISION

11/27/2017ARCHAEOLOGICAL RESOURCE AREAS

REVISED HISTORIC AND

1

1

RICHFORD

VT 105A TO

DAOR

YELLAV IOUQSISSI

M

CQ ,N

OTTUS NELG OT

SCALE 1" = 20'-0"

20 0 20

BUILDING

PAVED DRIVE

PATROL

U.S. BORDER

WOODSWELL

GATE

MECHANICAL

ROAD

GRAVEL

RIV

ER

MISSISQ

UOI

STATES SIGN

CANADA/UNITED

CA

NA

DA

UNITE

D ST

ATES

BO

UN

DAR

Y

INTER

NATI

ON

AL

CULVERT

WOODS

WALL

RETAINING

STONE

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

GUTTER

CONCRETE

MANHOLE

PIN

IRON

PIPE

AREA

GRASS

POLE

FLAG

M.MAPLE

GR

AV

EL

DRI

VE

PT 4

TRAV

GATE

GATE

490

490

490

490

490

490

490

500

500

500

500

500

500

500

500

500

510

510

510

510

510

510

510

510510

520

520

520

520

520

530

530

PODUNK VARIANT SILT LOAM

K = 0.32

0% - 2% SLOPES

NOT HIGHLY ERODIBLE

HYDRAULIC GROUP B

K = 0.17

2% - 8% SLOPES

HYDRAULIC GROUP A

POTENTIALLY HIGHLY ERODIBLE

COLTON GRAVELLY LOAMY SAND

K = 0.24

HYDRAULIC GROUP D

15% - 25% SLOPES

WOODSTOCK-ROCK OUTCROP COMPLEX

HIGHLY ERODIBLE N

VT STAT

E PLAN

E

GRID

False Northing: 0.0000

False Easting: 1640416.6667

Origin Latitude: 42°30'00.0000"N

Central Meridian: 72°30'00.0000"W

US Survey Foot

Transverse Mercator

NAD83 Vermont State Planes

VT83

STATE OF VERMONT

EXISTING R.O.W.

EXISTING R.O.W.

& SHAWNA L.MCALLISTER, ROBERT A.

N/F

EXIS

TIN

G T

OW

N R.O.W.

GROSS, BARBARA

N/F

BORDER PATROL STATIONUNITED STATES OF AMERICA

N/F

RICHFORD

TOWN OF

1

CO

NS

T(T)

I&M(P)

STA. 58+53 RT, 70.13'

RICHFORD-SUTTON, PQ BHF 0814(1)

BEGIN R.O.W. PROJECT

STA. 58+73 RT, 42.52'

RICHFORD-SUTTON, PQ BHF 0814(1)

END R.O.W. PROJECT

RIV

ER

MISSISQ

UOI

P

L

P

L

P

L

271.18

N39°39'55"W

184.98

N39°39'55"W

'36.98=L '01.872

=R

'18.111=L '01.163=R

STA: 59+22.83, 42.62' LT

E=1617705.64

N=915409.04

STA: 59+27.76, 40.24' RT

E=1617769.54

N=915462.01

1

1

VAOTARCHAEOLOGICAL RESOURCE AREAS

REVISED HISTORIC AND 11/27/20171

DESCRIPTIONBYDATEREVISION

58+2558+25

59+00 60+00 61+00 62+00

63+00

64

+00

64

+45

10

+00

11

+00

12

+00

= 90° LT

CHANNEL LINE STA 11+00.00

VT 105A STA 60+75.00 =

= 90° LT

TH 39 STA 20+00.00

VT 105A STA 58+50.00 =

20

+00

20

+75

RICHFORD

VT 105A TO

DAOR

YELLAV IOUQSISSI

M

CQ ,N

OTTUS NELG OT

CH

AN

NE

L

LI

NE

S 51°00'00.00"

W

TH-39

N 64°31'11.73"

E

SCALE 1" = 20'-0"

20 0 20

CA

NA

DA

UNITE

D ST

ATES

BO

UN

DAR

Y

INTER

NATI

ON

AL

490

490

490

490

490

490

490

500

500

500

500

500

500

500

500

500

510

510

510

510

510

510

510

510510

520

520

520

520

520

530

530

OH

W

OH

W

M. M

APLE

N

VT STAT

E PLAN

E

GRID

False Northing: 0.0000

False Easting: 1640416.6667

Origin Latitude: 42°30'00.0000"N

Central Meridian: 72°30'00.0000"W

US Survey Foot

Transverse Mercator

NAD83 Vermont State Planes

VT83

85 87

RICHFORD-SUTTON, PQ

BHF 0814(1)

C. BURRALL C. BURRALL

C. CARLSON

21-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OFEPSC CONSTRUCTION/FINAL CONDITION

s10c222bdr_epsc.dgn

G. ROKES

EXISTING R.O.W.

EXISTING R.O.W.

1

CO

NS

T(T)

I&M(P)

STA. 58+53 RT, 70.13'

RICHFORD-SUTTON, PQ BHF 0814(1)

BEGIN R.O.W. PROJECT

STA. 58+73 RT, 42.52'

RICHFORD-SUTTON, PQ BHF 0814(1)

END R.O.W. PROJECT

RIV

ER

MISSISQ

UOI

P

L

P

L

P

L

271.18

N39°39'55"W

184.98

N39°39'55"W

'36.98=L '01.872

=R

'18.111=L '01.163=R

STA: 59+22.83, 42.62' LT

E=1617705.64

N=915409.04

STA: 59+27.76, 40.24' RT

E=1617769.54

N=915462.01

C. BURRALL

C. CARLSON

s10c222sup.dgn 22-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

J. LACROIX

G. ROKES

1

DATE BY

VAOT

DESCRIPTIONREVISION

11/27/2017 DELETED SHEETS 41 49

THIS SHEET INTENTIONALLY LEFT BLANK1

RICHFORD-SUTTON, PQ

BHF 0814(1)

C. BURRALL

C. CARLSON

s10c222sup.dgn 22-NOV-2017

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

J. LACROIX

G. ROKES

1

DATE BY

VAOT

DESCRIPTIONREVISION

11/27/2017 DELETED SHEETS 42 49

THIS SHEET INTENTIONALLY LEFT BLANK1

RICHFORD-SUTTON, PQ

BHF 0814(1)