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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)
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