APPENDIX Aappendix a (maps, plans, profiles & typical sections) nts nts h.c.l. 2.0% 2.0% 2.0% tgl &...
50
February 2010 Final Design Report PIN 1805.81 APPENDIX A (Maps, Plans, Profiles & Typical Sections)
Transcript of APPENDIX Aappendix a (maps, plans, profiles & typical sections) nts nts h.c.l. 2.0% 2.0% 2.0% tgl &...
February 2010 Final Design Report PIN 1805.81
APPENDIX A (Maps, Plans, Profiles & Typical Sections)
NTS
NTS
H.C.L.
2.0%2.0% 2.0%
TGL & POR
TOP COURSE
BINDER COURSE
BASE COURSE
SUBBASE COURSE
2.0%
1
TOPSOIL AND
SEED (TYP)
SUBBASE COURSE (TYP)
5’-0"
SHOULDER
11’-0"
TRAVEL LANE
11’-0"
TRAVEL LANE
5’-0"
SHOULDER
2.0%2.0%
H.C.L.
TGL & POR
2.0%2.0%
11’-0"
TRAVEL LANE
5’-0"
SHOULDER
5’-0"
SIDEWALK
11’-0"
TRAVEL LANE
5’-0"
SHOULDER
5’-0"
SIDEWALK
5’-0"
SIDEWALK
5’-0"
SIDEWALK
2.0%2.0%
2.0%2.0%
PEDESTRIAN
RAILING (TYP)
CONCRETE SIDEWALK (TYP)
GRANITE CURB (TYP)
CONCRETE SIDEWALK (TYP)
PEDESTRIAN
RAILING (TYP)
TYPICAL SECTION
TYP-1
OF
RETAINING
WALL (TYP)
RETAINING
WALL (TYP)
VARIES
(1 ON 2 MAX)
1
VARIES
(1 ON 1.5 MAX)
UNDERDRAIN (TYP)
INTERMEDIATE COURSE
SURFACE COURSE
BASE COURSE
SUBBASE COURSE
SUBGRADE
SAND BORROW
ORIGINAL GROUND
(TYP)
ORIGINAL GROUND
(TYP)
BOX BEAM
GUIDERAIL (TYP)
GRANITE CURB (TYP)
EDGE DRAIN (TYP)
10"
10"
vTYPICAL NEW YORK APPROACH SECTIONv
vTYPICAL VERMONT APPROACH SECTIONv
BOX BEAM
GUARDRAIL (TYP)
SUBBASE COURSE (TYP)
SHOULDER BACKUP
MATERIAL (TYP)
ASPHALT COURSE (TYP)
2’-0"
2’-0"2’-0"
MAINT.
2’-0"
MAINT.
2’-0"
MAINT.
2’-0"
MAINT.
STRIP STRIP
STRIP STRIP
EMBANKMENT IN
PLACE
EMBANKMENT IN
PLACE
REINFORCED SLOPE
PROTECTION
TOPSOIL AND
SEED (TYP)
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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DRAWING NO.
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Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
GP-1
OF
SCALE
0 20 FT20
=
R=
L=
T=
STA.
STA. 102+11.75
66n-00’-44.0"
465.21
825.16
716.20
CURVE 1
=
=
P.C.
P.T.
=maxe
7.0%
93+86.59
GENERAL PLAN
STA 95+00.00 TO STA 99+50.00
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
FOUNDATION
ARCHEOLOGICAL
DIG SITE
11-12-09
NYP
1
STSTST
STA 99+00.00
BEGIN RECONSTRUCTION
MATCH EXISTING
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
PROGRESS PRINT
FORT ST. FREDERIC
DATED FEB. 1, 2010
=
R=
L=
T=
STA.
STA. 102+11.75
66n-00’-44.0"
465.21
825.16
716.20
CURVE 1
=
=
P.C.
P.T.
=maxe
7.0%
93+86.59
+85
+77
PROPOSED RETAINING
WALL
PROPOSED RETAINING
WALL
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
RIM=130.33
PIPE ENCLOSED
TO HSE SUMP=124.1
1 STY
W/F
HSE
RIM=129.50
PUMPING
APPARTUS
LP
LP
LP
LP
LP
STSTSTSTSTST
5’ PROPOSED CONCRETE
SIDEWALK
5’ PROPOSED CONCRETE
SIDEWALK
ApApApApApHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
PROGRESS PRINT
FORT ST. FREDERIC
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
ApApApApHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
GP-4
OF
SCALE
0 20 FT20
NYS ROUTE 185
LAKE CHAMPLAIN
GENERAL PLAN
STA 110+50.00 TO STA 115+75.00
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
11’-0"
11’-0"
5’-0"
5’-0"
11’-0"
11’-0"
5’-0"
5’-0"
c PIER 3
STA 112+40.00
c PIER 4
STA 114+90.00
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
SCALE
0 20 FT20
GP-5
OF
VT ROUTE 17NYS ROUTE 185
GENERAL PLAN
STA 115+75.00 TO STA 121+25.00
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
11’-0"
11’-0"
5’-0"
5’-0"
11’-0"
11’-0"
5’-0"
5’-0"
c CHANNEL
STA 117+30.00
c PIER 5
STA 119+70.00
TEMPORARY CAUSEWAY
(BY OTHERS)
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
SCALE
0 20 FT20
GP-6
OF
VT ROUTE 17
GENERAL PLAN
STA 121+25.00 TO STA 126+75.00
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
2 STY
W/F
HOUSE
11’-0"
11’-0"
5’-0"
5’-0"
11’-0"
11’-0"
c PIER 6
STA 122+20.00
c PIER 7
STA 124+60.00
5’-0"
5’-0"
TEMPORARY CAUSEWAY
(BY OTHERS)
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHB
=
R=
L=
T=
STA.
STA.
59n-16’-32.2"
147.93
268.98
260.00
CURVE 2
=
=
P.C.
P.T.
=maxe
7.8%
129+38.32
132+07.31
+50
PROPOSED RETAINING
WALL
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
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Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
TRANSFORMER
PAD
1 STY
GARAGE
RIM=126.44
SUMP=120.7RIM=125.27
RIM=123.52
SUMP=120.7
RIM=121.50
INV=118.4
SHED
1 1/2 STORY
WOOD FRAMETRANSFORMER
INV=117.3
SUMP=117.7
IN/OUT
RECESSED
RIM=124.35
GMPC 106
013762
LP
2 STY
W/F
HOUSE
LP
STSTST
TREE COVER
LAWN AREA
EXISTING BITUMINOUS CONCRETE
PAVEMENT PARKING AREA TO BE
REMOVED
5’ PROPOSED
CONCRETE SIDEWALK
5’ PROPOSED
CONCRETE SIDEWALK
6 FT HIGH CHAIN
LINK FENCE
REINFORCED SLOPE
PROTECTION
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBppppppHBHBHB
SCALE
0 20 FT20
GP-8
OF
=
R=
L=
T=
STA.
STA. 139+01.51
52n-52’-03.9"
193.89
359.86
390.00
CURVE 4
=
=P.T.
=maxe
N/A
135+41.65P.C.C.
=
R=
L=
T=
STA.
STA. V 3+56.50
36n-39’-15.9"
66.25
127.95
200.00
=
=
P.C.
P.T.
=maxe
N/A
CURVE V1
V 2+28.55
=
R=
L=
T=
STA.
STA. 135+41.65
12n-04’-54.6"
63.50
126.52
600.00
CURVE 3
=
=
P.C.
=maxe
N/A
134+15.13
P.C.C.
FERRY PARKING
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\c
add\d
sgn\1
80581_cph_dsr_
gnp_08.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\cadd\dsgn\180581_cph_dsr_gnp_08.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
STSTSTSTST
11’-0"
11’-0"
5’-0"
5’-0"
STA 132+75.00
STA 132+25.00
END SHOULDER TAPER
END CURB LT & RT
BEGIN SHOULDER TAPER
STA 133+50.00
END RECONSTRUCTION
MATCH EXISTING
HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBppppppHBHBHBHBHBHBHBHBHBHBHB
110
115
120
125
130
135
140
110
115
120
125
130
135
140
LEVEL
-2.00%
GPR-1
OF
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 9
9+
50, S
EE
DW
G G
PR
-2
145
NEW YORK ROUTE 185/VERMONT ROUTE 17
(MA
TC
H E
XIS
TIN
G)
PROFILE
STA 95+00.00 TO STA 99+50.00
-1.50%
PV
C S
TA
99
+2
8.0
0
EL
EV
= 1
31
.24
PVI STA 99+00.00
ELEV = 131.66
BEGIN RECONSTRUCTION
MATCH EXISTING
ORIGINAL GROUND
PROPOSED GRADE
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\d
0128323\1
80581_cph_pro
_01.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_01.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
95+00 96+00 97+00 98+00 99+00
13
8.2
2
137.
72
137.
04
136.3
0
135.
56
134.8
2
134.
05
133.
13
132.4
2
131.
53
130.
76
13
1.6
6
130.9
3
TGL
LT EOP (e = +7.0%)
RT EOP (e = -7.0%)
110
115
120
125
130
135
140
110
115
120
125
130
135
140
LEVEL
-2.00%
GPR-2
OF
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 9
9+
50
, S
EE
DW
G G
PR
-1
MA
TC
H L
INE
ST
A 1
04+
50, S
EE
DW
G G
PR
-3
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 99+50.00 TO STA 104+50.00
ORIGINAL GROUND
-0.30%
APPROXIMATE PRE-1928
ORIGINAL GROUND
PV
C S
TA
10
3+
80
.00
EL
EV
= 1
29.0
4
LO
W 1
04+
00.3
8
EL
EV
12
9.0
1
L = 140.00 FT.
G1 = -1.50%
G2 = -0.30%
E= 0.21 FT.
PV
T S
TA
10
0+
68
.00
EL
EV
= 1
29.9
8
PV
I S
TA
99
+9
8.0
0
EL
EV
= 1
30
.19
-1.50%
SSD= >350
-0.30%
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\d
0128323\1
80581_cph_pro
_02.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_02.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
102+00 103+00 104+00
129.
45
129.
71
130.
16
130.3
0
130.
47
130.3
5
129.
91
12
9.5
8
12
9.4
3
12
9.2
8
12
9.1
3
12
9.0
1
12
9.1
9
100+00 101+00
130.
76
130.
14
129.
78
129.
43
129.
45
129.
71
130.
16
130.3
0
130.
47
130.3
5
129.
91
130.9
3
130.3
8
130.0
4
12
9.8
8
12
9.7
3
12
9.5
8
12
9.4
3
12
9.2
8
12
9.1
3
12
9.0
1
12
9.1
9
+12.0
LT & RT EOP NORMAL CROWN
(e = -2.0%)
+68.0
+55.0
+68.0
+71.9
LT EOP (e = +7.0%)
RT EOP (e = -7.0%)
TGL
PT
CU
RV
E 1
ST
A 1
02
+1
1.7
5
120
125
130
135
140
120
125
130
135
140
145
150
155
160
GPR-3
OF
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
04
+5
0,
SE
E D
WG
GP
R-2
MA
TC
H L
INE
ST
A 1
10
+0
0,
SE
E D
WG
GP
R-4
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 104+50.00 TO STA 110+00.00
ORIGINAL GROUND
STA 105+00.00
ELEV = 131.69
L = 360.00 FT.
G1 = -0.30%
G2 = 5.00%
c PIER 1
STA 107+40.00
+5.00%
c PIER 2
STA 109+90.00
c BRIDGE,
SOUTH ABUTMENTFORMER BRIDGE DECK
PV
I S
TA
105+
60.0
0
EL
EV
= 1
28.5
0
PV
T S
TA
10
7+
40
.00
EL
EV
= 1
37
.50
PROPOSED GRADE
+5.00%
-0.30%
E = 2.38 FT.
HSD = 322 FT.
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\d
0128323\1
80581_cph_pro
_03.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_03.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
105+00 106+00 107+00 108+00 109+00 110+00
129.
91
131.
45
110.
05
102.
58
12
9.1
9
12
9.7
4
13
0.6
6
131.9
4
13
3.6
0
135.6
2
138.0
0
140.5
0
143.0
0
145.5
0
148.0
0
150.5
0
129.
91
131.
45
110.
05
102.
58
12
9.1
9
12
9.7
4
13
0.6
6
131.9
4
13
3.6
0
135.6
2
138.0
0
140.5
0
143.0
0
145.5
0
148.0
0
150.5
0
TGL
LT & RT EOP NORMAL CROWN
(e = -2.0%)
175
180
185
190
170
165
160
155
150
145
140
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
GPR-4
OF
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
10
+0
0,
SE
E D
WG
GP
R-3
MA
TC
H L
INE
ST
A 1
15+
50,
SE
E D
WG
GP
R-5
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 110+00.00 TO STA 115+50.00
+5.00%
c PIER 3
STA 112+40.00
c PIER 4
STA 114+90.00
FORMER BRIDGE DECK
PV
C S
TA
11
4+
90
.00
EL
EV
= 1
75.0
0
PROPOSED GRADE
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\d
0128323\1
80581_cph_pro
_04.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_04.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
110+00 111+00 112+00 113+00 114+00 115+00
150.5
0
15
3.0
0
155.5
0
158.0
0
160.5
0
16
3.0
0
16
5.5
0
168.0
0
170.5
0
173.0
0
17
5.4
9
17
7.6
2
150.5
0
15
3.0
0
155.5
0
158.0
0
160.5
0
16
3.0
0
16
5.5
0
168.0
0
170.5
0
173.0
0
17
5.4
9
17
7.6
2
TGL
LT & RT EOP NORMAL CROWN
(e = -2.0%)
175
180
185
190
170
165
160
155
150
195
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
GPR-5
OF
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
15+
50, S
EE
DW
G G
PR
-4
MA
TC
H L
INE
ST
A 1
21
+0
0,
SE
E D
WG
GP
R-6
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 115+50.00 TO STA 121+00.00
L = 480.00 FT.
G1 = 5.00%
G2 = -5.00%
+5.00%
STA 115+80.00 STA 118+80.00
SSD = 321 FT.
c PIER 5
STA 119+70.00
300 FT
NAVIGATION CHANNEL
75 FT MIN VERTICAL
CLEARANCE WITHIN
NAVIGATIONAL CHANNEL
MEAN HIGH WATER
ELEV 98.0
FORMER
BRIDGE DECK
PV
I S
TA
11
7+
30
.00
EL
EV
= 1
87
.00
PV
T S
TA
11
9+
70
.00
EL
EV
= 1
75.0
0
-5.00%
PROPOSED GRADE
-5.00%
E = -6.00 FT.
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
FIL
E N
AM
E =
u:\
20330\d
0128323\1
80581_cph_pro
_05.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_05.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
116+00 117+00 118+00 119+00 120+00 121+00
17
7.6
2
17
9.2
4
180.3
3
18
0.9
1
180.9
6
18
0.4
9
179.5
0
17
7.9
9
175.9
6
17
3.5
0
171.0
0
168.5
0
17
7.6
2
17
9.2
4
180.3
3
18
0.9
1
180.9
6
18
0.4
9
179.5
0
17
7.9
9
175.9
6
17
3.5
0
171.0
0
168.5
0
TGL
LT & RT EOP NORMAL CROWN
(e = -2.0%)
175
170
165
160
155
150
145
140
135
130
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
GPR-6
OF
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
21
+0
0,
SE
E D
WG
GP
R-5
MA
TC
H L
INE
ST
A 1
26+
50, S
EE
DW
G G
PR
-7
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 121+00.00 TO STA 126+50.00
-5.00%
c PIER 6
STA 122+20.00
c PIER 7
STA 124+60.00
PROPOSED GRADE
FORMER
BRIDGE DECK
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
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33
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58
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=
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/TIM
E =
u:\20330\d0128323\180581_cph_pro_06.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
121+00 122+00 123+00 124+00 125+00 126+00
99
.55
103.
71
109.
15
112.
35
119.
97
123.4
3
168.5
0
16
6.0
0
16
3.5
0
161.0
0
158.5
0
156.0
0
15
3.5
0
151.0
0
148.5
0
146.0
0
14
3.5
0
141.0
0
99
.55
103.
71
109.
15
112.
35
119.
97
123.4
3
168.5
0
16
6.0
0
16
3.5
0
161.0
0
158.5
0
156.0
0
15
3.5
0
151.0
0
148.5
0
146.0
0
14
3.5
0
141.0
0
TGL
LT & RT EOP NORMAL CROWN
(e = -2.0%)
145
140
135
130
125
120
115
110
GPR-7
OF
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
26
+5
0,
SE
E D
WG
GP
R-6
MA
TC
H L
INE
ST
A 1
32+
00, S
EE
DW
G G
PR
-8
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 126+50.00 TO STA 132+00.00
STA 127+00.00
ELEV = 138.50
PROPOSED
GRADE
c BRIDGE,
NORTH ABUTMENT
APPROXIMATE PRE-1928
ORIGINAL GROUND
L = 330.00 FT.
G1 = -5.00%
G2 = 0.30%
PV
C S
TA
12
8+
55
.00
EL
EV
= 1
30
.75
PV
I S
TA
13
0+
20
.00
EL
EV
= 1
22.5
0
LO
W 1
31+
66.5
6
EL
EV
12
2.9
6
PV
T S
TA
131+
85.0
0
EL
EV
= 1
22.9
9
ORIGINAL
GROUND
-5.00%
+0.30%
-5.00%
SSD = 301 FT.
E = 2.18 FT.
FORMER
BRIDGE DECK
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
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20330\d
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80581_cph_pro
_07.d
gn
2/3
/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_07.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
127+00 128+00 129+00 130+00 131+00 132+00
123.4
3
138.
31
135.
54
133.2
3
130.
60
128.
08
126.5
3
125.
65
124.
66
123.6
0
123.2
4
123.
46
141.0
0
13
8.5
0
13
6.0
0
13
3.5
0
131.0
0
12
8.6
6
12
6.7
2
12
5.1
9
12
4.0
5
123.3
2
12
2.9
8
123.0
3
123.4
3
138.
31
135.
54
133.2
3
130.
60
128.
08
126.5
3
125.
65
124.
66
123.6
0
123.2
4
123.
46
141.0
0
13
8.5
0
13
6.0
0
13
3.5
0
131.0
0
12
8.6
6
12
6.7
2
12
5.1
9
12
4.0
5
123.3
2
12
2.9
8
123.0
3
TGL
LT & RT EOP NORMAL CROWN
(e = -2.0%)
PC
CU
RV
E 2
(R =
260.0
0)
ST
A 1
29
+3
8.3
2
+02.0
+38.5
+80.5 +65.0
+75.0
LT EOP (e = +7.8%)
+80.5
RT EOP (e = -7.8%)
+65.0
TGL
140
135
130
125
120
115
110
GPR-8
OF
4
20 40 FT
HORIZONTAL SCALE
VE
RT
ICA
L S
CA
LE
8 FT
LEVEL
-2.00%
-4.00%
-6.00%
-8.00%
+8.00%
+6.00%
+4.00%
+2.00%
MA
TC
H L
INE
ST
A 1
32+
00, S
EE
DW
G G
PR
-7
NEW YORK ROUTE 185/VERMONT ROUTE 17
PROFILE
STA 132+00.00 TO STA 137+00.00
(MA
TC
H E
XIS
TIN
G)
PROPOSED GRADE
ORIGINAL GROUND
+0.30%
END RECONSTRUCTION
MATCH EXISTING
PVI STA 133+50.00
ELEV = 123.48
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
DE
SIG
N S
UP
ER
VIS
OR
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
PS&E DATE
NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
1805.81
BIN 5521180
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20330\d
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gn
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/2010
33
02
US
ER
=
DA
TE
/TIM
E =
u:\20330\d0128323\180581_cph_pro_08.dgn
DRAWING NO.
SHEET NO. X
Main: (518) 453-4500
III Winners Circle, PO Box 5269 Albany, NY 12205-0269
www.chacompanies.com
NYS ROUTE 185VT ROUTE 17
ESSEX COUNTY, NY / ADDISON COUNTY, VT
NYS ROUTE 185, SH 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT
132+00 133+00 134+00 135+00 136+00 137+00
123.
46
123.5
4
123.
49
123.
48
123.
47
123.4
2
123.
31
123.
13
122.
99
122.
84
122.
72
123.0
3
123.1
8
123.3
3
123.4
8
123.
46
123.5
4
123.
49
123.
48
123.
47
123.4
2
123.
31
123.
13
122.
99
122.
84
122.
72
123.0
3
123.1
8
123.3
3
123.4
8
132+00 133+00 134+00 135+00 136+00 137+00
PT
CU
RV
E 2
ST
A 1
32+
07.3
1
+07.0
+70.6 +43.4
TGL
RT EOP (e = -2.0%)
LT EOP
LT & RT EOP
NORMAL CROWN
(e = -2.0%)
rlee
Typewritten Text
rlee
Rectangle
X OF
2 20 4 6 8 10
1/4" = 1’-0"SCALE FEET
PROGRESS PRINT
3’-6" HIG H
PEDESTRIA N
RAILING (TYP. )
47’-4"
10"
CROW N O F
ROADW A Y
PGL AND b
3’-8"
10’-0"
10’-0"
9�"
2% 2%
10"
BRIDGE RAILING
(TYP.)
SCUPPER
(TYP.)
3’-8"
10’-0"
10’-0"
2’-9"
(TY
P.)
2%
6"
(TY
P.)
2%
5’-0"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
EB LANE
5’-0"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
5"
(TYP.)
LEVELLEVEL
56’-8"
10"
2’-9"
(TY
P.)
CROW N O F
ROADW A Y
PGL AND b
3’-8"
12’-4"
12’-4"
10"
BRIDGE RAILING
TL-4 (TYP.)
2%
5" GRANITE BRUSH
CURB (TYP.)
2%
c ARCH RIB c ARCH RIB
1
6’-
6" M
IN. A
T
SH
OU
LD
ER
LIN
E
(TY
P.)
AT c ARCH
SPAN BRGS.
c TIE GIRDER AT
TOP OF WEB
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
EB LANE
2%
3’-8"
12’-4"
12’-4"
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
10"
6
"
(TY
P.)
3’-6" HIG H
PEDESTRIA N
RAILING (TYP. )
5"
(TYP.)
5’-0" MIN.
SIDEWALK
5’-0" MIN.
SIDEWALK
LEVEL
2
%
c BRG. c BRG.
END FLOORBEAM
BOX SECTION
LEVEL
21’-3" 7’-1"21’-3"7’-1"
TYPICAL APPROACH SPAN CROSS SECTION - SPANS 1-3, 7 AND 8
ARCH SPAN CROSS SECTION AT ARCH SPAN BEARINGS
TYPICAL CROSS SECTIONS
APPROACH SPANS 1, 2, 3,
4, 6, 7 AND 8
B7
3’-6" HIG H
PEDESTRIA N
RAILING (TYP. )
10"
CROW N O F
ROADW A Y
PGL AND b
9�"
2% 2%
10"
BRIDGE RAILING
(TYP.)
SCUPPER
(TYP.)
2’-9"
(TY
P.)
2%
6"
(TY
P.)
2
%
5"
(TYP.)
LEVELLEVEL
TYPICAL APPROACH SPAN CROSS SECTION - SPANS 4 AND 6
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
VARIES, 47’-4" TO 56’-8"
VARIES, 5’-0"
TO 9’-8"
SIDEWALK
3’-8"
VARIES,
10’-0" TO 12’-4"
VARIES,
10’-0" TO 12’-4"
3’-8"
VARIES,
10’-0" TO 12’-4"
VARIES,
10’-0" TO 12’-4"
10"VARIES, 5’-0"
TO 9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
DATED FEB. 1, 2010
CAST-IN-
PLACE DECK
CAST-IN-
PLACE DECK
CAST-IN-
PLACE DECK
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
3
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
PGL AND b
c PROPOSED CHANNEL
AND c ARCH SPAN
STA. 117+30
c PIER 2
STA. 109+90
c PIER 3
STA. 112+40
c PIER 4
STA. 114+90
c BRGS. SOUTH ABUT.
STA. 105+00
105+00
PROGRESS PRINT
X OF
PARTIAL FOUNDATION PLAN
PARTIAL FOUNDATION PLAN
MA
TC
H L
INE
ST
A. 110+
40
MA
TC
H L
INE
ST
A. 110+
40
c PIER 1
STA. 107+40
FOUNDATION LAYOUT PLAN
NEW YORK APPROACH
106+00 107+00 108+00 109+00110+00
111+00 113+00 114+00112+00
PGL AND b
0
1" = 20’-0"SCALE FEET
10 20 40
115+00
240’-0" 250’-0" 50’-0"
15’-0" 15’-0"
EXIST. PIER
(TYP.)EXIST. SOUTH
ABUT.
15’-0" 15’-0"
90n00’00"
(TYP.)
15’-0" 15’-0"
15’-0" 15’-0"
200’-0" 250’-0" 240’-0"
6’-0"
(TY
P.)
6’-0"
(TYP.)
6’-0"d DRILLED
SHAFT (TYP.)6’-0"
(TYP.)
6’-0"
(TY
P.)
6’-0"
(TY
P.)
6’-0"
(TYP.) 6’-0"
(TY
P.)
6’-0"
(TYP.)
ABUTMENT ON
MICROPILES
20’-0"
20’-0"
20’-0"
20’-0"
20’-0"
20’-0"
24’-0"
24’-0"
EXIST. c BRIDGE
B16
AZ 28%%d52’39.59"
AZ 28%%d52’39.59"
DATED FEB. 1, 2010
PIER 1 PIER 2
PIER 3 PIER 4
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
3
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
PGL AND b
X OF
PARTIAL FOUNDATION PLAN
MA
TC
H L
INE
ST
A. 123+
40
c PROPOSED CHANNEL
AND c ARCH SPAN
STA. 117+30 c PIER 5
STA. 119+70
PARTIAL FOUNDATION PLAN
120+00
15’-0"15’-0"
120’-0"250’-0"240’-0"
6’-0"
(TY
P.)
6’-0"
(TYP.)
c PIER 6
STA. 122+20
121+00 122+00 123+00
15’-0"15’-0"
6’-0"
(TY
P.)
6’-0"
(TYP.)
6’-0"d DRILLED
SHAFT (TYP.)
PGL AND b
c PIER 7
STA. 124+60
15’-0"15’-0"
120’-0" 240’-0"
MA
TC
H L
INE
ST
A. 123+
40
124+00 125+00 126+00 127+00
c BRGS. NORTH ABUT.
STA. 127+00
PROGRESS PRINT
0
1" = 20’-0"SCALE FEET
10 20 40
90n00’00"
(TYP.)
EXIST. NORTH
ABUT.
EXIST. PIER
(TYP.)
ABUTMENT ON
MICROPILES
SPREAD FOOTING
ON ROCK
FOUNDATION LAYOUT PLAN
VERMONT APPROACH
24’-0"
24’-0"
20’-0"
20’-0"
20’-0"
20’-0"
EXIST. c BRIDGE
B17
AZ 28%%d52’39.59"
AZ 28%%d52’39.59"
DATED FEB. 1, 2010
PIER 5 PIER 6
PIER 7
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
3
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
21’-0"
46’-0"
8’-0"
PIER 1 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
21’-0"
8’-0"5’-0"8’-0"
2’-0"x2’-0"
CHAMFER 1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B36
8’-0"
SCALE �"=1’-0"
SECTION B-B
VA
RIE
S
A A
B
B
8’-0"
1’-0"
8’-0"
VA
RIE
S
VA
RIE
SV
AR
IES
R34’-0"
R 1’-6"
R1’-6
"
7’-6"
20’-6"
1’-0"
(TYP.)
16’-0"
46’-0"
18’-6"
9’-3"9’-3"
R34’-0"
5"
EL. 90.00
OHW
EL. 98.0
6’-0"
(TYP.)
3’-5"
(TYP.)
2’-
6"
2’-6"
10’-0"
10’-0"
40’-0" 30’-0"
6’-0"18’-0"6’-0"6’-0"14’-0"14’-0"6’-0"
5’-0"
(TYP.)
6’-0"
(TYP.)
DATED FEB. 1, 2010
PIER 1 GEOMETRY
PLAN, ELEVATION AND SECTIONS
4’-0"
4’-0"
c PIER
AND BRGS.
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
6:5
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
DRILLED SHAFT ELEVATION
CONCRETE SHAFT
DRILLED WITH OPEN HOLE
AA
B B
NOTES:
1.
2.
3.
MHW EL. XX.XX
TOP OF FOOTING
3"
0 21 1 3 4 5 6 7
3/8" = 1’-0"SCALE FEET
SCALE �"=1’-0"
BOTTOM OF FOOTING EL. XX.XX
6"
TOP OF ROCK EL. XX.XX
MUDLINE EL. XX.XX
ROCK SOCKET TIP EL. XX.XX
RO
CK
SO
CK
ET
BOTTOM OF CASING
6’-0" DRILLED SHAFT
STEEL CASING SHALL MEET THE REQUIREMENTS
OF ASTM A252 GRADE 2.
SEE PILE TABLE FOR DETERMINING EXACT TIP ELEVATION.
#6 S
PIR
AL
BA
RS
@ 3
" M
AX
PIT
CH
#6 S
PIR
AL
BA
RS
@ 6
" M
AX
PIT
CH
6’-0" DIA.
DRILLED SHAFT WITH
STEEL CASING
PROGRESS PRINT
6’-0" DIAMETER
DRILLED SHAFT DETAILS
X OF
B38
DATED FEB. 1, 2010
3’-
0"
01 1 2 3
3/4" = 1’-0"SCALE FEET
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
6:4
3
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
6’-0" d
STEEL CASING
#6 SPIRAL
6"
CLR COVER
SCALE �" = 1’-0"
2x17 #11 BUNDLED
SECTION A-A 6’-0" DRILLED SHAFT
5’-6" d
3"
CLR COVER
SCALE �" = 1’-0"
2x17 #11 BUNDLED
SECTION B-B 5’-6" ROCK SOCKET
#6 SPIRAL
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
21’-0"
46’-0"
8’-0"
PIER 2 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
21’-0"
8’-0"5’-0"8’-0"
2’-0"x2’-0"
CHAMFER 1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B46
46’-0"
R34’-0"
R 1’-6"
R34’-0"
R1’-6
"
A A
7’-6"
20’-6"
1’-0"
(TYP.)
16’-0"
8’-0"
1’-0"
VA
RIE
SV
AR
IES
5"
6’-0"14’-0"14’-0"6’-0"
40’-0"
OHW
EL. 98.0
3’-6"
(TYP.)
6’-0"
(TYP.)
EL. 90.00
6’-0"18’-0"6’-0"
30’-0"
2’-6"
6’-0"
(TYP.)
5’-0"
(TYP.)
10’-0"
PIER 2 GEOMETRY
PLAN, ELEVATION AND SECTIONS
DATED FEB. 1, 2010
39’-9"
4’-0"
4’-0"
c PIER
AND BRGS.
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
B49
SCALE �"=1’-0" SCALE �"=1’-0"
SECTION B-B
2 20 4 6 8 10
1/4" = 1’-0"SCALE FEET
#6 T
IE
S @
6"
#6 T
IES @
6"
#6 TIES @ 12"
#11 @ 6"
#11 @ 6" (TYP.)
8’-0"
#6 STIRRUP
#10 @ 6"
#11 @ 6"
#6 T
IE
S @
6"
5’-
0" L
AP
(TY
P.)
#10 @ 6"
#8 @
6"
VA
RIE
S
2" COVER
(TYP.)
#6 T
IE
S @
6"
5’-
0" L
AP
(T
YP
.)
#11 @ 6" (TYP.)
#11 @ 6" (TYP.)
#11 @ 6"
#11 @ 6"
13 - #1113 - #11
#8 @
6"
PROGRESS PRINT
RIGHT ELEVATION
A A
B
B C
C
D
D
PIER 2
ELEVATION REINFORCEMENT
AND DETAILS
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
PIER 2 ELEVATIONRIGHT ELEVATION
A
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
21’-0"
46’-0"
PIER 3 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
VIEW B-B
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
21’-0"
8’-0"5’-0"8’-0"
2’-0"x2’-0"
CHAMFER 1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B56
18’-6"
R34’-0"
R 1’-6"
R3
4’-0
"
R1’-6
"
3’-0"
A A
7’-6"
20’-6"
1’-0"
(TYP.)
16’-0"
52’-
3"u
9’-3"9’-3"
8’-0"
46’-0"
1’-0"
VA
RIE
SV
AR
IES
B B
D
D
E
E
5"
6’-0"14’-0"14’-0"6’-0"
40’-0"
OHW
EL. 98.0
3’-6"
(TYP.)
6’-0"
(TYP.)
EL. 90.00
6’-0"18’-0"6’-0"
30’-0"
2’-6"
6’-0"
(TYP.)
5’-0"
(TYP.)
10’-0"
DATED FEB. 1, 2010
c PIER
AND BRGS.
8’-0"4
’-0"
4’-0"
PIER 3 GEOMETRY
PLAN, ELEVATION AND SECTIONS
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
35’-0"
60’-0"
8’-0"
PIER 4 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
35’-0"
13’-0"5’-0"13’-0"
2’-0"x2’-0"
CHAMFER1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B66
R34’-0"
8’-�"
24’-4�"1’-0"
(TYP.)
16’-0"
31’-5"u
6"
1’-0"
8’-0"
VA
RIE
SV
AR
IES
R34’-0"
6"
60’-0"
11’-0"11’-0"
22’-0"
1’-2�"
R1’-
6"R 1’-6"
R1’-
6"
2’-0"2’-0"
DATED FEB. 1, 2010
6’-0"18’-0"6’-0"
30’-0"
2’-6"
6’-0"
(TYP.)
5’-0"
(TYP.)
10’-0"
6’-0"18’-0"18’-0"6’-0"
48’-0"
OHW
EL. 98.0
6’-0"
(TYP.)
EL. 90.00
4’-0"
4’-0"
c PIER
AND BRGS.
PIER 4 GEOMETRY
PLAN, ELEVATION AND SECTIONS
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
35’-0"
60’-0"
8’-0"
PIER 5 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
35’-0"
13’-0"5’-0"13’-0"
2’-0"x2’-0"
CHAMFER1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
R34’-0"
8’-�"
24’-4�"1’-0"
(TYP.)
16’-0"
31’-5"u
6"
1’-0"
8’-0"
VA
RIE
SV
AR
IES
R34’-0"
6"
60’-0"
11’-0"11’-0"
22’-0"
1’-2�"
R1’-
6"R 1’-6"
R1’-
6"
2’-0"2’-0"
6’-0"18’-0"18’-0"6’-0"
48’-0"
OHW
EL. 98.0
6’-0"
(TYP.)
EL. 90.00
6’-0"18’-0"6’-0"
30’-0"
2’-6"
6’-0"
(TYP.)
5’-0"
(TYP.)
10’-0"
4’-0"
4’-0"
c PIER
AND BRGS.
DATED FEB. 1, 2010
PIER 5 GEOMETRY
PLAN, ELEVATION AND SECTIONS B76
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
6
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
21’-0"
46’-0"
8’-0"
PIER 6 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
21’-0"
8’-0"5’-0"8’-0"
2’-0"x2’-0"
CHAMFER 1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B86
46’-0"
R34’-0"
R 1’-6"
R3
4’-0
"R
1’-6
"
A A
7’-6"
20’-6"
1’-0"
(TYP.)
16’-0"
52’-
3"u
8’-0"
1’-0"
VA
RIE
SV
AR
IES
5"
6’-0"14’-0"14’-0"6’-0"
40’-0"
OHW
EL. 98.0
3’-6"
(TYP.)
6’-0"
(TYP.)
EL. 90.00
6’-0"18’-0"6’-0"
30’-0"
2’-6"
6’-0"
(TYP.)
5’-0"
(TYP.)
10’-0"
4’-0"
4’-0"
c PIER
AND BRGS.
DATED FEB. 1, 2010
PIER 6 GEOMETRY
PLAN, ELEVATION AND SECTIONS
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
6
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
XX OF
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
21’-0"
46’-0"
8’-0"
PIER 7 ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
TOP VIEW
RIGHT ELEVATION
SCALE �"=1’-0"
SCALE �"=1’-0"
SECTION A-A
8’-0"
21’-0"
8’-0"5’-0"8’-0"
2’-0"x2’-0"
CHAMFER 1’-0"x1’-0"
CHAMFER
1’-0"
1’-0"
PROGRESS PRINT
B96
46’-0"
R34’-0"
R 1’-6"
R34’-0"
R1’-6
"
A A
7’-6"
20’-6"
1’-0"
(TYP.)
16’-0"
42’-0"
8’-0"
1’-0"
VA
RIE
SV
AR
IES
5"
30’-0"
OHW
EL. 98.0
4’-6"
(TYP.)
EL. 102.00
16’-0"
4’-0"
(TYP.)
8’-0"
4’-0"
4’-0"
c PIER
AND BRGS.
DATED FEB. 1, 2010
PIER 7 GEOMETRY
PLAN, ELEVATION AND SECTIONS
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:0
6
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
PROGRESS PRINT
XX OF
**
**
BEARING DETAILS
**
**
**
**
**
**
GUIDED EXPANSION M.R. BEARING
STAINLESS STEEL
c
GUIDE BAR
B
GUIDE BAR
LOAD p
A
FIXED M.R. BEARING
A AB B
B
A
c
LOAD p
MANSONRY p
MANSONRY p
c OF GIRDER
BEARING STIFFENER
Wm
Et Wm/2-Et Wm/2-Et Et
1" MIN. (TYP.)
**G (TYP.)
�" THICK WASHER p
SEE "TYPICAL SLOTTED
HOLE DETAIL"
B113
1" MIN. (TYP.)
GUIDE BAR
�"
TH
O.D.
cSOLE p
BASE p
LOAD p
MASONRY p
H
SECTION B-B
FIXED M.R. BEARING SCHEMATIC
SLOTTED HOLE DETAIL
MASONRY PLATE
EtEDGE OF MASONRY p
�" THICK
WASHER p
c OF SLOT
BWP
Bm �"�"
Am
LENGTH OF SLOT SHALL BE
PARALLEL TO STRAIGHT BEAMS
AND ALONG THE CHORD TO THE
FIXED BEARING ON CURVED BEAMS
HOLE IN WASHER SHALL
BE �" LARGER THAN
STUD DIAMETER
�" MIN.
�" MIN.
ANCHOR STUD
1’-0" MINIMUM
EMBEDMENT
FULLY THREADED
ANCHOR STUD
CONCRETE BEARING SURFACE
MASONRY p
HEAVY HEX NUT
ANCHOR STUD TO BE CAST INTO CONCRETE OR
DRILLED AND GROUTED IN ACCORDANCE WITH
STANDARD SPECIFICATIONS 586-2 AND 586-3.
M.R. BEARING - c OF SLOT IN MASONRY PLATE.
SEE "TYPICAL SLOTTED HOLE DETAIL".
EXPANSION E.B. BEARING - c OF SLOT IN MASONRY
PLATE. FOR SLOT SIZE SEE "TYPICAL SLOTTED
HOLE DETAIL"
FIXED E.B. BEARING - c OF d m DIAMETER HOLE IN
MASONRY PLATE FOR ANCHOR STUD
BEARING PAD
THIS PORTION OF THE STUD
SHALL BE REMOVED AFTER NUT
HAS BEEN TIGHTENED TO THE
SATISFACTION OF THE ENGINEER.
EXPANSION BEARING - �" THICK WASHER p
FIXED BEARING - WASHER FOR ANCHOR STUD
�"
INDICATES PARTS DESIGNED BY
THE MANUFACTURER
SIDE VIEW AT AN
INTERIOR SUPPORT
c BEARING AND BEARING STIFFENER
CONTINUOUS GIRDER
BOTTOM
BEARING pSOLE p
TOP BEARING p
T2
1" MIN. (TYP.)
H
1" MIN. (TYP.)
T (�" MIN. THICKNESS)
Lm
Lm/2 Lm/2
BEARINGS SHALL BE PLACED ON A BEARING
PAD CONFORMING TO ONE OF THE FOLLOWING
SUBSECTIONS: 728-01, 728-02 OR 728-03
(TYPICAL ALL BEARINGS)
c OF ANCHOR STUDS (TYP.)
ANCHOR STUDS NOT SHOWN
MASONRY p
BOTTOM FLANGE
SEAL BOTH SIDES WITH
SILICONE CAULK (TYP.)
T1
SIDE VIEW AT END
INTERIOR SUPPORT
c OF BEARING AND
BEARING STIFFENER
END OF GIRDER
Lm
Lm/2 Lm/2
MASONRY p
c OF ANCHOR STUDS (TYP.)
ANCHOR STUDS NOT SHOWN
1" MIN. (TYP.)
1" MIN. (TYP.)
T2
H
T (�" MIN.
THICKNESS)
BEARINGS SHALL BE PLACED ON A BEARING
PAD CONFORMING TO ONE OF THE FOLLOWING
SUBSECTIONS: 728-01, 728-02 OR 728-03
(TYPICAL ALL BEARINGS)
SEAL BOTH SIDES WITH
SILICONE CAULK (TYP.)
T1
BOTTOM FLANGE
BOTTOM
BEARING p
TOP BEARING p
SOLE p
�" MIN.
THE CONTRACTOR SHALL SUPPLY MULTI-ROTATIONAL STRUCTURAL
BRIDGE BEARINGS CONFORMING TO THE REQUIREMENTS OF STANDARD
SPECIFICATION SECTION 565 AND SUBJECT TO THE FOLLOWING
CONDITIONS:
1. THE BEARING DEVICES SUPPLIED SHALL BE CAPABLE OF
TRANSMITTING THE LOADS AND MOVEMENT SHOWN ON THESE PLANS.
2. THE DIMENSION "H" IN THE BEARING TABLE REPRESENTS THE
ASSUMED TOTAL HEIGHT OF BEARING MECHANISM BETWEEN THE SOLE
PLATE AND MASONRY PLATE USED BY THE DESIGNER TO ESTABLISH
THE PEDESTAL ELEVATIONS. THE MINIMUM PEDESTAL HEIGHT SHALL
NOT BE CHANGED WITHOUT WRITTEN APPROVAL OF THE DEPUTY CHIEF
ENGINEER (STRUCTURES).
3. ALL STEEL SHALL CONFORM TO ASTM A709, GR. 345 OR 345W.
4. ALL STEEL FABRICATION SHALL CONFORM TO THE PROVISIONS OF THE
LATEST EDITION OF THE NEW YORK STATE STEEL CONSTRUCTION MANUAL.
5. ALL METAL COMPONENTS OF THE BEARING SYSTEM WHICH ARE LIABLE
TO COME INTO CONTACT DURING TRANSLATION SHALL HAVE A TEFLON
SLIDING SURFACE FINISH.
6. ALL EXPANSION BEARINGS SHALL HAVE A MAXIMUM FRICTION COEFFICIENT
OF 3%.
7. THE BEARING DEVICE, MASONRY PLATE, SOLE PLATE, ANCHOR BOLTS,
NUTS, WASHER PLATES, AND BEARING PAD SHALL BE INCLUDED IN THE
UNIT PRICE BID FOR THE BEARING ITEMS.
8. ANCHOR STUDS, WASHERS, WASHER PLATES, ANCHOR PLATES AND NUTS
SHALL MEET THE REQUIREMENTS OF SUBSECTION 723-60. THEY SHALL
BE GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF MATERIAL
SUBSECTION 719-01, "GALVANIZED COATINGS AND REPAIR METHODS."
THEIR COST (INCLUDING GALVANIZING) SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR THE BEARING ITEM.
9. DETERMINE SIZE OF WELD "W1". THE USE OF CAP SCREWS ARE ALLOWED
AS AN ALTERNATE WITH D.C.E.S. APPROVAL.
10. DETERMINE SIZE OF WELD "W2" (�" MINIMUM).
FRONT VIEW WITH ANCHOR BOLTS
OUTSIDE OF SOLE PLATES
SECTION A-A
LOCATIONFIX/
EXP.ITEM NO.
QUANTITY
REQUIRED VERT. HORIZ.
ONE WAY LONGIT.
MOVEMENT
(G) GUIDE
CLEARANCE Lm Wm T Et Am Bm
MASONRY PLATE WASHER PLATE
T1 T2
SOLE PLATE BRG.
H
ANCHOR STUDS
DIA. STUDS/BRG.
WELD SIZE
W1 W2
BEARING TABLE
SEE NOTE 10SEE NOTE 10
SEE NOTE 9
Ws
Ws/2 Ws/2
Ez (TYP.)
Aw
p
El
Ls/2 Ls/2
Ls
El El
Ls/2 Ls/2
Ls
El El
El Amp Bmp Ls Ws
CAPACITY (Kips)
THE CROSS HATCHED COMPONENTS OF THE BEARING
ARE SHOWN FOR REPRESENTATIVE PURPOSES ONLY.
THE ACTUAL CONFIGURATION OF THE COMPONENTS
WILL BE DEPENDENT UPON THE SPECIFIC BEARING,
CONFORMING TO THE ITEM’S SPECIFICATION.
NOTES:
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
X OF
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
FRAMING PLAN - SPAN 1
NEW YORK APPROACH
10’-0"
10’-0"
10’-0"
10’-0"
FRAMING PLAN - SPAN 1
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
c G1A
c G2A
c G3A
c G4A
c G5A
DIAPHRAGM
SPACING
90n00’00"
(TYP.)
PROGRESS PRINT
240’-0"
10 SPA. @ 24’-0" = 240’-0"
END DIAPHRAGM
(TYP.)
3’-8"
3’-8"
47’-4"
B138
c FIELD SPLICE
158’-0"
c EXP. BRGS.
SOUTH ABUT.
c PIER 1 AND
c EXP. BRGS.
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
X OF
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
10’-0"
10’-0"
10’-0"
10’-0"
FRAMING PLAN - SPAN 2
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
DIAPHRAGM
SPACING
90n00’00"
(TYP.)
PROGRESS PRINT
250’-0"
10 SPA. @ 25’-0" = 250’-0"
c G1A
c G2A
c G3A
c G4A
c G5A
3’-8"
FRAMING PLAN - SPAN 2
NEW YORK APPROACH
3’-8"
47’-4"
B139
c PIER 1 AND
c EXP. BRGS.
c PIER 2 AND
c EXP. BRGS.
c FIELD SPLICE c FIELD SPLICE
60’-0" 130’-0"
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
X OF
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
10’-0"
10’-0"
10’-0"
10’-0"
FRAMING PLAN - SPAN 3
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
DIAPHRAGM
SPACING
90n00’00"
(TYP.)
PROGRESS PRINT
250’-0"
10 SPA. @ 25’-0" = 250’-0"
c G1A
c G2A
c G3A
c G4A
c G5A
3’-8"
FRAMING PLAN - SPAN 3
NEW YORK APPROACH
3’-8"
47’-4"
B140
c PIER 2 AND
c EXP. BRGS.
c PIER 3 AND
c FIX. BRGS.
c FIELD SPLICEc FIELD SPLICE
60’-0" 130’-0"
DATED FEB. 1 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
250’-0" 40’-0"
10’-0"
10’-0"
10’-0"
10’-0"
12’-4"
12’-4"
12’-4"
12’-4"
3’-8"
FRAMING PLAN - SPAN 4
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
DIAPHRAGM
SPACING
10 SPA. @ 25’-0" = 250’-0" 20’-0" 20’-0"
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
PROGRESS PRINT
c G1A
c G2A
c G3A
c G4A
c G5A
3’-8"
FRAMING PLAN - SPAN 4
NEW YORK APPROACH
3’-8"
47’-4"
3’-8"
56’-8"
X OF
B141
c PIER 3 AND
c FIX. BRGS.
c PIER 4 AND
c FIX. BRGS.
c ARCH EXP. BRGS.
AND c CROSS BEAM
c FIELD SPLICE c FIELD SPLICE c FIELD SPLICE
53’-0" 87’-0" 70’-0"
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
250’-0"40’-0"
10’-0"
10’-0"
10’-0"
10’-0"
3’-8"
12’-4"
12’-4"
12’-4"
12’-4"
3’-8"
FRAMING PLAN - SPAN 6
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
c G1B
c G2B
c G3B
c G4B
c G5B
DIAPHRAGM
SPACING
10 SPA. @ 25’-0" = 250’-0"20’-0"20’-0"
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
PROGRESS PRINT
FRAMING PLAN - SPAN 6
VERMONT APPROACH
3’-8"
56
’-8
"
3’-8"
47’-4"
X OF
B142
c ARCH EXP. BRGS.
AND c CROSS BEAM
c PIER 5 AND
c FIX. BRGS.
c PIER 6 AND
c FIX. BRGS.
c FIELD SPLICE c FIELD SPLICE c FIELD SPLICE
40’-0" 70’-0" 87’-0"
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
4
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
10’-0"
10’-0"
10’-0"
10’-0"
FRAMING PLAN - SPAN 7
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
DIAPHRAGM
SPACING
90n00’00"
(TYP.)
PROGRESS PRINT
240’-0"
10 SPA. @ 24’-0" = 240’-0"
c G1A
c G2A
c G3A
c G4A
c G5A
3’-8"
FRAMING PLAN - SPAN 7
VERMONT APPROACH
3’-8"
47’-4"
X OF
B143
c PIER 6 AND
c FIX. BRGS.
c PIER 7 AND
c EXP. BRGS.
c FIELD SPLICE c FIELD SPLICE
60’-0" 120’-0"
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
GIRDER
(TYP.)
EDGE OF
DECK
EDGE OF
DECK
INTERMEDIATE
DIAPHRAGM
(TYP.)
90n00’00"
(TYP.)
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
10’-0"
10’-0"
10’-0"
10’-0"
FRAMING PLAN - SPAN 8
4 0 16 20 24 284 8 12
3/32" = 1’-0"SCALE FEET
DIAPHRAGM
SPACING
90n00’00"
(TYP.)
PROGRESS PRINT
240’-0"
10 SPA. @ 24’-0" = 240’-0"
END DIAPHRAGM
(TYP.)
c G1A
c G2A
c G3A
c G4A
c G5A
3’-8"
FRAMING PLAN - SPAN 8
VERMONT APPROACH
3’-8"
47’-4"
X OF
B144
82’-0"
c FIELD SPLICE
c PIER 7 AND
c EXP. BRGS.
c EXP. BRGS.
NORTH ABUT.
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
c PIER 4
STA. 114+90
R90’-0
"
R2’-0
"
R2’-0"
R2’-0"
R349’-11¿"
L=
75’-1•"
L=29’-9
�"
PT
2 20 4 6 8 10 12 14
3/16" = 1’-0"SCALE FEET
W.P. 1
14’-1‹"
41
’-�"
9’-6�"
106’-11�"
0 1 2
FEET1" = 1’-0"
1
SCALE
2’-0"
2’-0"
VA
RIE
S
4’-0"
2"
2"
C
C
B
B
A
A
SECTION A-A SECTION B-B SECTION C-C
SCALE 1"=1’-0" SCALE 1"=1’-0" SCALE 1"=1’-0"
1" WEB p
1" WEB p
37’-0"
9’-2�"
1" WEB p
1" WEB p
1" WEB p
1" WEB p
1" WEB p
1" WEB p
1" WEB p
1" STIFFENER
1" STIFFENER
1" STIFFENER 1" STIFFENER
1" STIFF.
2’-
0"
2’-
0"
2’-0
"
2’-0
"
17
’-1
0�"
87’-11�"
1 " WEB p
2’-0"
4’-0"
2"
1" WEB p
PROGRESS PRINT
B149
X OF
RIGID FRAME ELEVATION
AND DETAILS
R150’-
0"
29’-8°"
R150’-0"
1"x2’-0"
STIFF. (TYP.)
1"x1’-0"
STIFF. (TYP.)
1" STIFFENER
DATED FEB. 1, 2010
1"x2’-0"
STIFF. (TYP.)
3’-0" 3’-0"
RIGID FRAME DETAIL
(G2, G3, G4)
SCALE �" = 1’-0"
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
7:5
6
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
INTERMEDIATE DIAPHRAGM DETAILS
XX
XE
LT
XX
XX
XX
XX
XX
XX
XX
X
01 1 2 3
3/4" = 1’-0"SCALE FEET
01 1
1 1/2" = 1’-0"SCALE FEET
PROGRESS PRINT
X OF
B164
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
A325
A325 A325
A325
A325 A325
A325A325
A325
A325
A325
A325
A325A325
A325 A325
INTERMEDIATE DIAPHRAGM
1"
�" p
(TYP.)
�" FILL p
2�"
L4x4x�
(TYP.)
3"
TYP.�
10’-0"
A A
A325 A325
A325A325
A325 A325
A325A325
L4x4x�
(TYP.)
CONNECTION p
�" x 8"
(TYP.)
10
"
1�"
7"
1�"
4"1�" 1�"
3"
MIN
.
TYPICAL DIAPHRAGM CONNECITON DETAILS
GUSSET p
�" x 1’-1"
L4x4x�
(TYP.)
CONNECTION p
�" x 8"
SECTION A-A
3"
MIN.
CONNECTION p
�" x 8"
(TYP.)
GUSSET p
�" x 1’-1"
(TYP.)
rlee
Rectangle
PROGRESS PRINT
X OF
01 1
1 1/2" = 1’-0"SCALE FEET
ALL RAILING IS TO BE FABRICATED AND ERECTED ACCORDING TO SECTION
568 OF THE STANDARD SPECIFICATIONS.
PRIOR TO GALVANIZING THE ASSEMBLED POST, GRIND ALL EDGES TO A
MINIMUM RADIUS OF �".
BOLTS SHALL BE TORQUED SNUG TIGHT (APPROXIMATELY 100 LB-FT).
PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT
PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM RAILS,
SPLICE TUBES AND FILL PLATES.
1.
2.
3.
4.
NOTES:
B210
STEEL BRIDGE RAILING
TWO RAIL AND BRUSH CURB
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31-J
AN
-2010 1
6:3
0
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
6"
6"
6"
9"
6"
2’-9"
2"
7"
TOP OF ROADWAY
SURFACE
1’-2"x�"x10"
ANCHOR p
c OF RAILING ANCHORAGE
3"
5"
TS6x6x�
4-1" DIA. ANCHOR STUDS
WITH 4 HEAVY HEX NUTS
AND 4 WASHERS EACH
1’-2"x1�"x10"
BASE p
W6x25
STEEL BRIDGE RAILING
(TWO RAIL - BRUSH CURB)
L5x5x�
RAILING ANGLE
6�"
3�"3�"
1�"
1�"
3"
1�"
1�"
c OF ROUND HEAD BOLT
WITH HEX NUT, WASHER
AND SPRING LOCK WASHER
(TYP.)
4-1" DIA. ANCHOR STUDS
WITH 4 HEAVY HEX NUTS
AND 4 WASHERS EACH
c OF �" DIA. BOLTS WITH
HEX NUT AND SPRING LOCK
WASHER (TYP.)
2" 2"10"
SECTION C-C
5"
6"
6"
2"
2"
5" DIA. HOLE 1’-2"x�"x10"
ANCHOR p
c OF RAILING
ANCHORAGE
10
"
1’-2"
c OF POST
C C
B B
A
A
1�" DIA. HOLE FOR
1" DIA. ANCHOR STUD
(TYP.)
2" 2"
2"
2"
5"
SECTION B-B
W6x25
1’-2"x1�"x10"
BASE p
1’-2"
10
"
10"
�
�
�
1�" DIA. HOLE FOR
1" DIA. ANCHOR STUD
(TYP.)
3�" 6�"
1�"
3�"
6�"
1�"
DECK ANCHOR PLATE
2" 2"1’-6"
6" 10" 6"
1’-10"
6"
8"
5"
8"
3"
1’-4"
2"
THE COST OF THE DECK ANCHOR
PLATE AND THE RAILING ANCHOR
STUDS SHALL BE INCLUDED IN THE
PRICE BID FOR THE BRIDGE RAILING
GALVANIZED 1"
STEEL PLATE
GALVANIZED 2�"xv2�"xv�"
STEEL PLATE
1�"x2" SLOTTED
HOLE (TYP.)
�
FULLY THREADED HOLE
(TYP.) FOR 1" DIA. STUD
SECTION ELEVATION
ELEVATION ELEVATION
8"
EXPANSION SPLICE TUBE EXPANSION SPLICE ASSEMBLY
� 2-9
c OF �" DIA.
HOLES THROUGH
TUBE
TS 5xv5x� GALVANIZED
TUBE, 2’-11�" LONG
TS 6xv6x�
5�" 5�" 6"6"
SET AT 4�" @ 68^F
SEE NOTE 4
� 2-9
TS 5xv5x� GALVANIZED
TUBE, 2’-3" LONG
4"xv�"xv2’-2"
FILL p
c OF �" DIA.
HOLES THROUGH
TUBE
4"xv�"xv1’-8"
FILL p
SEE NOTE 4
EXPANSION
SPLICE TUBE
ELEVATION ELEVATION
FIXED SPLICE TUBE FIXED SPLICE ASSEMBLY
FIXED SPLICE
TUBE
TS 6x6x�
6" 4�" 4�" 6"
�"
c OF 1" DIA. HOLES IN TOP AND
BOTTOM OF TS 6x6x� (TYP.)
5"
4�" 6�" 6"
1’-5"
1’-10"
rlee
Rectangle
X OF
2 20 4 6 8 10
1/4" = 1’-0"SCALE FEET
PROGRESS PRINT
56’-8"
10"
2’-9"
(TY
P.)
CROW N O F
ROADW A Y
PGL AND b
9"
BRIDGE RAILING
TL-4 (TYP.)
2%
5" GRANITE BRUSH
CURB (TYP.)
2%
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
EB LANE
2
%
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
10"
6"
(TY
P.)
3’-6" HIG H
PEDESTRIA N
RAILING (TYP. )
5"
(TYP.)
5’-0" MIN.
SIDEWALK
5’-0" MIN.
SIDEWALK
ARCH SPAN CROSS SECTION AT FL0ORBEAM
56’-8"
10"
2’-9"
(TY
P.)
CROW N O F
ROADW A Y
PGL AND b10"BRIDGE RAILING
TL-4 (TYP.)
2%
5" GRANITE BRUSH
CURB (TYP.)
2%
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
EB LANE
9’-8"
SIDEWALK
1’-10"
5’-0"
SHOULDER
11’-0"
WB LANE
10"
6"
(TY
P.)
3’-6" HIG H
PEDESTRIA N
RAILING (TYP. )
5"
(TYP.)
5’-0" MIN.
SIDEWALK
5’-0" MIN.
SIDEWALK
TYPICAL ARCH SPAN CROSS SECTION
9"
2%
2
%
9"
9"
2%
10"21’-3" 7’-1"21’-3"7’-1"
21’-3" 7’-1"21’-3"7’-1"
CABLE HANGERCABLE HANGER
CABLE HANGER CABLE HANGER
TYPICAL CROSS SECTIONS
NETWORK TIED ARCH SPAN 5BA6
DATED FEB. 1, 2010
CAST-IN-PLACE
CLOSURE DECK
CAST-IN-PLACE
CLOSURE DECK
PRECAST
DECK
CAST-IN-PLACE
CLOSURE DECK
PRECAST SIDEWALK
DECK PANELS (TYP.)
PRECAST SIDEWALK
DECK PANELS (TYP.)
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
9:0
3
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
CABLE HANGER LAYOUT
LEGEND:
C(n) INDICATES CABLE HANGER MEMBER
PROGRESS PRINT
W.P.
H1H2
H3
H4
H5
H6H7
H8
H9H10
H11H12
H13 H14H15 H16 H17 H18 H19 H20
H21H22
H23
H24H25
H26H27
H28
H29
H30
H31H32
W.P.
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32
C1
c ARCH SPAN
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31C32
Y
X
C
B
A
CABLE HANGER GEOMETRY
C1
C3
C5
C7
C9
C11
C13
C15
C17
C19
C21
C23
C25
C27
C29
C31
C2
C4
C6
C8
C10
C12
C14
C16
C18
C20
C22
C24
C26
C28
C30
C32
77.5
76.5
75.5
74.5
73.5
72.5
71.5
70.5
69.5
68.5
67.5
66.5
65.5
64.5
63.5
62.5
62.5
63.5
64.5
65.5
66.5
67.5
68.5
69.5
70.5
71.5
72.5
73.5
74.5
75.5
76.5
77.5
C(n) C(n)ANGLE A
(DEG.)
ANGLE B
(DEG.)
ANGLE C (DEG.)
C3
C5
C7
C7
C9
C9
C11
C11
C13
C13
C15
C15
C17
C17
C19
C19
C21
C21
C23
C23
C25
C27
C29
C4
C6
C8
C10
C10
C12
C12
C14
C14
C16
C16
C18
C18
C20
C20
C22
C22
C24
C24
C26
C26
C28
C30
40.0
40.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
39.0
40.0
40.0
40.0
81’-0"
HORIZONTAL LINE
BETWEEN
WORKING POINTS
33 SPA. @ 12’-0" = 396’-0"
NETWORK TIE ARCH
GEOMETRY AND LAYOUTX OF
BA11
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
W.P. W.P.
ARCH GEOMETRY
396’-0"
89%%d
R=282’-6"
ARCH RIB AND
WORKING LINE
c ARCH SPAN
81’-0"
HORIZONTAL LINE
BETWEEN WORKING
POINTS
ARCH SIDE VIEW
W.P. W.P.
42’-6"
81’-0
"
14’-4�"
THE GIRDER
WORKING LINE
ARCH RIB
WORKING LINE
c BRIDGE
80%%d
rlee
Rectangle
PROGRESS PRINT
TYPICAL TIE GIRDER SECTION
4’-2"
3’-0�"
10n00’00"
(TYP.)
01 1
1 1/2" = 1’-0"SCALE FEET
TYPICAL ARCH RIB SECTION
3’-
0"
TOP OF TIE GIRDER
CUT FROM W18X76
5’-5"
7�"
TYPICAL SECTION AT CANTILEVER BRACKET
1"X36�" TF p
1"X36�" BF p
2’-0"
2’-0"
c TIE GIRDER
(TYP.)
�"X5" CONN. p
(TYP.)
WORK
POINT
2’-9"
�" WEB p
(TYP.)
22’-9" TO PGL
(TYP.)
1’-4�" 1’-4�"
2’-9"
c ARCH RIB
c ARCH RIB
1’-
6"
1’-6"
1�"X36" FLANGE p
(TYP.)
1" WEB p
FLOORBEAM
TYPICAL TIE GIRDER SECTION AT FLOORBEAM
R=9"
(TYP.)
2’-0"
4�"
3’-3"
4�"
L4X4X� CONN.
ANGLE (TYP.)
L6X6X� CONN.
ANGLE
5n00’00"
ARCH RIB AND
TIE GIRDER DETAILSBA20
X OF
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
FRAMING PLAN - SPAN 5
4030201005
1/16" = 1’-0"SCALE FEET
200’-0" 200’-0"
c PROPOSED CHANNEL
AND c ARCH SPAN
NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.
PROGRESS PRINT
7’-1"
42’-6"
7’-1"
EDGE OF
DECK
EDGE OF
DECK
FLOORBEAM
SPACING
90n00’00"
(TYP.)
c TIE GIRDER
c TIE GIRDER
FRAMING PLAN - SPAN 5
8’-0" 32 SPA. @ 12’-0" = 384’-0" 8’-0"
LATERAL
BRACING (TYP.)
CANTILEVER
BRACKET (TYP.)
CANTILEVER
BRACKET (TYP.)
X OF
BA78
c ARCH EXP. BRGS.
AND c CROSS BEAM
c ARCH EXP. BRGS.
AND c CROSS BEAM
DATED FEB. 1, 2010
1
D261458
HNTB NY ENGINEERING &
ARCHITECTURE, P.C.XX/XX/XX
1805.81, 1807.70
ESSEX, NY AND ADDISON, VTXXX
\\N
yw
00
\
THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER
THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.
5-52118-030% DATE
S.H. 9527
LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
31
-JA
N-2
01
0 1
5:1
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=
DE
SIG
N S
UP
ER
VIS
OR
slam
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIN
FEB. 1, 2010
rlee
Rectangle
FORT ST. FREDERIC
LAKE CHAMPLAIN
LAKE CHAMPLAIN
TO
VE
RM
ON
T
TO
NE
W Y
OR
K
TABLE OF TEMPORARY EFFECTS
FILL AREA BELOW O.H.W.
FILL AREA IN WETLAND
LOCATIONS SQF ACRES
TOTALS
KEY
O.H.W. = 98.0’
O.L
.W. =
93.0
’
O.H.W. = 98.0’
O.L.W. = 93.0’
127
9610
9737
TEMPORARY FERRY ACCESS
0 20 40 60 80’20
SCALE
APPROXIMATE FILL LIMITS
LA
KE
CH
AM
PL
AIN
BR
IDG
E
TEMPORARY STONE ACCESS ROAD
(SEE NOTE 1)
LENGTH OF ACCESS ROAD
TEMPORARY EFFECTS
O.L.W
. = 9
3.0’
O.H.W
. = 98.0’
210.0’
0.003
0.221
0.224
20.0
’
SILT FENCE (TYP.)
(SEE NOTE 6)
SILT FENCE (TYP.)
(SEE NOTE 6)
TURBIDITY CURTAIN (TYP.)
(SEE NOTE 6)
GR
IDN
OR
TH
NOTES:
1. SEE DWG. NO. PRO-02 FOR PROFILES AND TYPICAL SECTIONS OF TEMPORARY STONE ACCESS ROAD AND CRANE PLATFORM.
2. ALL EFFECTS ARE TEMPORARY AND FILL SHALL BE REMOVED AT THE COMPLETION OF THE BRIDGE REPLACEMENT PROJECT.
3. SEE DWG. NO. SSP-02 FOR STEEL SHEETING LAYOUT AND DESIGN PARAMETERS.
4. THE CONTRACTOR SHALL INSTALL TEMPORARY LIGHTING AS PER U.S. COAST GUARD BRIDGE ADMINISTRATION’S SPECIAL NOTES.
5. FOLLOWING THE COMPLETION OF THE CAUSEWAY, THE WIDTH SHALL BE MEASURED AT LOCATIONS TO BE DETERMINED BY THE
EIC. EACH LOCATION SHALL BE MEASURED ON A WEEKLY BASIS FOR MOVEMENT. IF THE CAUSEWAY WIDTH CHANGES BY 6
INCHES OR MORE, CONTACT THE REGIONAL GEOTECHNICAL ENGINEER TO EVALUATE THE STABILITY OF THE CAUSEWAY.
6. SILT FENCE SHALL BE PLACED AT ANY LOCATION WHERE EROSION AND SEDIMENT IS ANTICIPATED AND/OR IN LOCATIONS
AS DETERMINED BY ENGINEER TO PREVENT SEDIMENT CREATED BY THIS PROJECT FROM ENTERING WATER BODIES.
ADDITIONALLY, SILT FENCE SHALL BE PLACED AROUND ALL SUBSTRUCTURE REMOVAL LOCATIONS ON LAND AND TURBIDITY
CURTAINS SHALL BE USED AROUND PIERS WITHIN THE LAKE WHERE POSSIBLE.
D260956
GNP-02
18
01
5-52118-0
1805.81
S.H. 9527
LAKE CHAMPLAIN BRIDGE OVER LAKE CHAMPLAIN
BRIDGE DEMOLITION AND TEMPORARY
CAUSEWAYS AND ACCESS ROADS
ESSEX, NY
GENERAL PLANS
G. M
EY
ER
SA
. T
RIC
HIL
OJ. M
AS
IG
. M
EY
ER
SJO
B M
AN
AG
ER
DE
SIG
NE
D B
Y
02
-FE
B-2
01
0 1
4:3
8
FIL
E N
AM
E =
DA
TE
/TIM
E =
U
SE
R =
DE
SIG
N S
UP
ER
VIS
OR
gm
ey
ers
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
TEMPORARY ACCESS ROAD AND CRANE PLATFORM
NEW YORK SHORE
PIN
PS&E DATE
197.8
’
LE
NG
TH
OF C
RA
NE
PL
AT
FO
RM
TE
MPO
RA
RY
EFFE
CT
S
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN
ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSE
PROFESSIONAL IS ALTERED. THE ALTERING ENGINEER, ARCHITECT,
LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT
AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
PIER 3 FOOTING
40.00025’ u
TEMPORARY STEEL SHEETING (TYP.)
(SEE NOTE 3)
rlee
Rectangle
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT,
OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF
A LICENSE PROFESSIONAL IS ALTERED. THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE
ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A
SPECIFIC DESCRIPTION OF THE ALTERATION.
0 20 40 60 80’20
1" = 40’
TABLE OF TEMPORARY EFFECTS
FILL AREA BELOW O.H.W.
FILL AREA IN WETLAND
LOCATIONS SQF ACRES
TOTALS
KEY
768
7297
8065
0.018
0.168
0.186
O.H.W. = 98.0’
O.L
.W. =
93.0
’
O.L.W. = 93.0’
O.H.W
. = 98.0’
TO VERMONT
TO NEW YORK LAKE CHAMPLAIN BRIDGE
LAKE CHAMPLAIN
LAKE CHAMPLAIN
VERMONT FISH AND
WILDLIFE ACCESS
TURBIDITY CURTAIN (TYP.)
(SEE NOTE 4)
SILT FENCE (TYP.)
(SEE NOTE 4)
NOTES:
1. ALL EFFECTS ARE TEMPORARY AND FILL SHALL BE REMOVED AT THE COMPLETION OF THE BRIDGE REPLACEMENT PROJECT.
2. SEE DWG. NO. PRO-01 FOR CENTERLINE PROFILE OF TEMPORARY STONE CAUSEWAY AND QUANTITY OF TEMPORARY STONE FILL.
3. THE CONTRACTOR SHALL INSTALL TEMPORARY LIGHTING AS PER U.S. COAST GUARD BRIDGE ADMINISTRATION’S SPECIAL NOTES.
4. SILT FENCE SHALL BE PLACED AT ANY LOCATION WHERE EROSION AND SEDIMENT IS ANTICIPATED AND/OR IN LOCATIONS AS
DETERMINED BY ENGINEER TO PREVENT SEDIMENT CREATED BY THIS PROJECT FROM ENTERING WATER BODIES. ADDITIONALLY,
SILT FENCE SHALL BE PLACED AROUND ALL SUBSTRUCTURE REMOVAL LOCATIONS ON LAND AND TURBIDITY CURTAINS SHALL BE
USED AROUND PIERS WITHIN THE LAKE WHERE POSSIBLE.
WETLAND BOUNDARY
new
_1
80
58
1_
CP
H_
GN
P_
01
.DG
N
G. M
EY
ER
SA
. T
RIC
HIL
OG
. M
EY
ER
S
GNP-01
5-52118-0
GENERAL PLANS
J. M
AS
I
17
01
S.H. 9527
LAKE CHAMPLAIN BRIDGE OVER LAKE CHAMPLAIN
BRIDGE DEMOLITION AND TEMPORARY
CAUSEWAYS AND ACCESS ROADS
1805.81
D260956
ADDISON, VT
JOB
MA
NA
GE
RD
ES
IGN
ED
BY
02
-FE
B-2
01
0 1
4:3
5
FIL
E N
AM
E =
DA
TE
/TIM
E =
U
SE
R =
DE
SIG
N S
UP
ER
VIS
OR
gm
ey
ers
CH
EC
KE
D B
YE
ST
IMA
TE
D B
YD
RA
FT
ED
BY
CH
EC
KE
D B
Y
PREPARED BY:
ON:
ALTERED BY:
ON:
SIGNATURE DATE
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:
BRIDGES CULVERTSAS BUILT REVISIONS
DESCRIPTION OF WORK:
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
TEMPORARY CAUSEWAY
VERMONT SHORE
PIN
PS&E DATE
APPROXIMATE LOCATION OF
FOOTING FOR PIER 8
TEMPORARY STEEL SHEETING (TYP.)
(SEE DWG. NO. SSP-01)
238.0’
TOTAL LENTH OF TEMPORARY EFFECTS TO WETLAND AND FILL BELOW O.H.W.
27’u
40.0
’
180581_CPH_GNP_01.DGN
STONE FILL (TYP.)
MIN. 1’-0" THICKNESS
20.0
’
rlee
Rectangle
GR
ID
NO
RT
H
150’
50’
STAGING AREA 1
PROJECT LOCATION
STAGING AREA 3
GRID
NORTH
SCALE
0 50 FT50
AREA OF POTENTIAL EFFECT MAPLAKE CHAMPLAIN BRIDGE REPLACEMENT
P.I.N. 1805.81
STAGING AREA 2
NY ROUTE 185
LAKE CHAMPLAIN
80’ (TYP)
60’
70’
STAGING AREA 4
STAGING AREA 5
MA
TCH
LIN
E ST
A 1
17+0
0.00
POTENTIAL STAGING
AREA 6
80’ (TYP)
40’ (TYP)
40’ (TYP)
STAGING AREA 6
U\2
0330
\CA
DD
\DS
GN
\CH
A_A
PE
_RO
LL
PL
OT
_3.D
GN
NY ROUTE 185
GR
ID
NO
RT
H
POTENTIAL STAGING AREA 4FIELD ALONG NY ROUTE 185
NTS
POTENTIAL STAGING AREA 3
NY ROUTE 18
5
GR
ID
NO
RT
H
AREA OF POTENTIAL
EFFECT (APE)
(400’ X 240’)
NYSDEC MAINTENANCE CENTER
NTS
POTENTIAL STAGING AREA 1
NY ROUTE 9N
BULWAGGA DRIVE
HARBOUR LANE
RAILROAD
GR
ID
NO
RT
H
AREA OF POTENTIAL
EFFECT (APE)
VAN SLOOTEN HARBOUR MARINA
NTS
CHAMPLAIN MEMORIAL LIGHTHOUSE
CROWN POINT STEAMBOAT PIER
GRENADIER’S REDOUBT
FORT ST. FREDERIC
AREA OF POTENTIALEFFECT (APE)
80’
BRITISH STORE HOUSES
APA NHL BOUNDARY
A031.02.000039A031.02.000162
NYSM 11792NYSM 11795
FRENCH REDOUBT
NYSM 2754A031.02.000035A031.02.000166
FORT CROWN POINT
CHAMPLAIN BRIDGE TOLLKEEPERS HOUSE
AREA OF POTENTIALEFFECT (APE)
APA NHL BOUNDARY
NYSM 2758
NYSM 7744 A031.02.000177
A031.02000178
MILITARY ROAD TO TICONDEROGA
APPROXIMATE ROUTE OF
APPROXIMATE R
OUTE OF
MIL
ITARY R
OAD
TO TICONDEROGA
18TH CENTURY ROADWAY (2009)
LIME KILNS
NYSM 2753NYSM 9266
AREA OF POTENTIAL
EFFECT (APE)
LEGEND
DEC UNIT MANAGEMENT PLAN RESOURCES
ADIRONDACK PARK AGENCY NHL BOUNDARY
APPROXIMATE LOCATION MILITARY ROAD TO TICONDEROGA
CROWN POINT NHL BOUNDARY
FRENCH SETTLEMENT AREA
AREA OF POTENTIAL EFFECT
KNOWN ARCHAEOLOGIAL SITES
STST
WOOD DOCK
WV
CONC
REMA
INS
CONC
PAD
POLE W/TEL PED
GATEPOST
GATEPOST
12
12
UE
UE
E
RFM
E
E
FOUNDATION
REMAINS
ARCHEOLOGICAL
DIG SITE
11-12-09
WOOD RAIL FENCE
SHED
1 STY
W/F
HSE
CONC
PAD
RAMP
WOOD STAIRS
STSTSTSTSTSTSTSTST
GR
ID
NO
RT
H
CHIMNEY POINTSTATE PARK
CHIMNEY POINTSTATE HISTORIC SITE
U\2
0330
\CA
DD
\DS
GN
\CH
A_A
PE
_RO
LL
PL
OT
_4.D
GN
MA
TCH
LIN
E ST
A 1
17+0
0.00
GR
ID
NO
RT
H
AREA OF POTENTIAL
EFFECT (APE)
VT
RO
UT
E 125
STATE LAND ALONG VT ROUTE 125
NTS
POTENTIAL STAGING AREA 5
SCALE
0 50 FT50
AREA OF POTENTIAL EFFECT MAPLAKE CHAMPLAIN BRIDGE REPLACEMENT
P.I.N. 1805.81
STAGING AREA 1
PROJECT LOCATION
STAGING AREA 3
STAGING AREA 2
STAGING AREA 4
STAGING AREA 5
STAGING AREA 6
GRID
NORTH
CHIMNEY POINTSTATE PARK
CHIMNEY POINTSTATE PARK
LAKE CHAMPLAIN
CHIMNEY POINT TAVERN
CROWN POINT NHL BOUNDARY
WATSON HOUSE
LEGEND
DEC UNIT MANAGEMENT PLAN RESOURCES
ADIRONDACK PARK AGENCY NHL BOUNDARY
APPROXIMATE LOCATION MILITARY ROAD TO TICONDEROGA
CROWN POINT NHL BOUNDARY
FRENCH SETTLEMENT AREA
AREA OF POTENTIAL EFFECT
VT ROUTE 17
VT RO
UTE 125
VT ROUTE 17
AREA OF POTENTIAL
EFFECT (APE)
KNOWN ARCHAEOLOGIAL SITES
POTENTIAL STAGING
AREA 6
TEMPORARY CAUSEWAY
(BY OTHERS)
14" OAK
48" OAK
36" OAK18" OAK
24" OAK
10" OAK
FARM
LAN
E
W
W
(2) 14"
HICK
ORY
(2) 16"
HICK
ORY
STST
(TYP.)TEST PIT
12
34
STSTSTST
UE
UE
UE
UE
EE
S
CHAIN AND POST FENCE
TRANSFORMERPAD
1 STYGARAGE
2 STY
W/F
HOUSE
SHED 1 1/2 STORYWOOD FRAME
TRANSFORMER
2 STYW/F
HOUSE
CHAIN AND POST FENCE
2 STORY
WOOD FRAM
E
WELL
(TYP.)
TEST PIT
12" CHERRY
30" ASH
WOODRAILWOODRAIL
IRONPIPE
16" TWINASH
AGRICULTURAL
FIELD
SW
AGRICULTURAL
FIELD
AGRICULTURAL
FIELD
BRUSH
5’ CONC
VAULT
WATER
METER
ASH CLUMP
CONCPAD
15"ASH
BRUSH
UNKNOWN
MANHOLE
14"
HICKORY
12" ASH
24" ASH
12" CHERRY
1 1/2 STORY
RESTUARANT
PROPANE
DUMPSTER
24" PINE
2 STORY
WOOD FRAME
DECK
DECK
ASPHALT DRIVE
SPLIT
RAIL
FENCE
4’ DIA.
WELLWV
AGRICULTURAL
FIELD
12" TWIN
ASH12" TWIN
ASH
12" TWIN
ASH
14" HICKORY
FARM LANE
APRON
AGRICULTURAL
FIELD
IRON
ROD
IRON
ROD
STST
AGRICULTURALFIELD
ST
AGRICULTURAL
FIELD
UE
STST
FIE
LD
EN
TR
AN
CE
WV
