appendix a preliminary typicals, plans, and profile · 6 existing ground path 12’-0" finish...
TRANSCRIPT
March 2020 Final Design Report PIN 9038.26
APPENDIX A
PRELIMINARY TYPICALS, PLANS, AND PROFILE
EXISTING GROUND
FINISH GRADE
HCL & TGL
13
UNCLASSIFIED EXCAVATION
PAVED GUTTER
GUIDE RAIL
BOX BEAM
6" ASPHALT
NYS RTE 434 EASTBOUNDPATH12’-0"
LEFT LANE15’-6"
2’-0"2’-0" ESTABLISH LAWN TURF
4" LAWN TOPSOIL
SHOULDER8’-0"
8" SUBBASE
14" SUBBASE
4’ TO 6’VARIES
RIGHT LANE11’-2.4"
BICYCLE RAILING
DG
N$
SY
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9#
ALTERNATE 1 TYPICALSA1 TYP-1
STA 10+30 TO 22+82
STA 22+82 TO 26+70
STA 26+70 TO 29+32
NYS RTE 434 EASTBOUND
SERVICE ROAD
FINISH GRADE
HCL & TGL
8" SUBBASE
6" ASPHALT
GUIDE RAIL
BOX BEAM
PAVED GUTTER
EXISTING GROUND
WALLRETAININGCUT TYPE
PATH12’-0"
2’-0" 2’-4"
3’-6.2"SHOULDER8’-0"
UNCLASSIFIED EXCAVATION14" SUBBASE
WALL
RETAINING
FILL TYPE
SIDEWALK5’-0"
1’-0"
22’-6" TO 6’VARIES
6" CURB
2’ SNOW STORAGE
RIGHT LANEVARIES 11’ TO 23’-6"
LEFT LANEVARIES 14’-6" TO 15’
BICYCLE RAILING
LEFT LANEVARIES 8’ TO 9’
RIGHT LANEVARIES 10’ TO 12’
8" SUBBASE
6" ASPHALT
PARKING LANE
BICYCLE RAILING
6" ASPHALT
8" SUBBASE
GUIDE RAIL
BOX BEAM
PAVED GUTTER
WALLRETAININGCUT TYPE
EXISTING GROUND
NYS RTE 434 EASTBOUND
FINISH GRADE
HCL & TGL
PATH12’-0"
EXCAVATIONUNCLASIFIED
2’-0"SHOULDER8’-0"
14" SUBBASE
2’-0"TO 6’5’-6" VARIES
LEFT LANEVARIES 14’-6" TO 15’
RIGHT LANEVARIES 10’-6" TO 11’
BICYCLE RAILING
DG
N$
SY
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
ALTERNATE 1 TYPICALSA1 TYP-2
#
STA 29+32 TO 32+19
STA 32+50 TO 40+32
STA 41+00 TO 42+35
1’-6"1’-0"
HCL & TGL
FINISH GRADE
PARKING LOT
PATH10’-0"
6" ASPHALT
8" SUBBASE
EXISTING GROUNDBICYCLE RAILING
BACK OF FILL WALL UNDERDRAIN
NYS RTE 434 EASTBOUND
EMBANKMENT IN PLACE
UNCLASSIFIED EXCAVATION
EDGE OF CURB
FILL TYPE RETAINING WALL
WALL FILL0.8 X H
14" SUBBASE
SLIP RAMPVARIES 3’ TO 30’
RIGHT LANEVARIES 11’ TO 21’
LEFT LANEVARIES 11’-6" TO 12’
H VARIES
EDGE OF CURB
6" ASPHALT
8" SUBBASE
GUIDE RAIL
BOX BEAM
PAVED GUTTER
HCL & TGL
FINISH GRADE
EXISTING GROUND
PARKING LOT
NYS RTE 434 EASTBOUND
PATH12’-0"
4" LAWN TOPSOIL
2’-0" 2’-0"
LAWN TURFESTABLISH
EDGE OF CURB
EMBANKMENT IN PLACE
12
14" SUBBASE
RIGHT LANEVARIES 12’-6" TO 25’
LEFT LANEVARIES 14’-6" TO 24’-5"
5’-6" TO 8’-6"VARIES
8’-0" SHOULDER
HCL & TGL
NYS RTE 434 EASTBOUND
SERVICE ROAD
GUIDE RAIL
BOX BEAM
1
6
EXISTING GROUND
PATH12’-0"
FINISH GRADE
8" SUBBASE
6" ASPHALT4" LAWN TOPSOIL
2’-0"LAWN TURFESTABLISH
2’-0"
SHOULDER8’-0"
4" LAWN TOPSOIL
LAWN TURFESTABLISH
14" SUBBASE
BICYCLE RAILINGUNCLASSIFIED EXCAVATION
SIDEWALK5’-0"
6" CURB
RIGHT LANEVARIES 23’ TO 25’
LEFT LANEVARIES 14’-6" TO 15’-6"
LEFT LANEVARIES 8’ TO 9’
RIGHT LANEVARIES 10’ TO 12’
WALL
RETAINING
FILL TYPE8" SUBBASE
6" ASPHALT
PARKING LANE
2’ SNOW STORAGE
DG
N$
SY
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BRIDGES CULVERTSPIN 9038.26
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
STA 42+34 TO 47+25
STA 47+89 TO 50+94
STA 51+55 TO 56+04
ALTERNATE 1 TYPICALS
#
A1 TYP-3
EXISTING GROUND
HCL & TGL
FINISH GRADE
6" ASPHALT
8" SUBBASE
BACK OF FILL WALL UNDERDRAIN
RETAINING WALL
FILL TYPE
NYS RTE 434 EASTBOUND
PATH10’-0"
UNCLASSIFIED EXCAVATION
4" LAWN TOPSOIL
2’-0" LAWN TURFESTABLISH
WALL FILL0.8 X H
H VARIES
EXISTING SIDE WALK
12
14" SUBBASE
RIGHT LANEVARIES 12’ TO 25’
LEFT LANEVARIES 12’ TO 12’-6"
BARRIER
CONCRETE
8’-0" SHOULDER
BICYCLE RAILING1’-0"
1’-0"
HCL & TGL
FINISH GRADE
6" ASPHALT
8" SUBBASE
PARKING LOT
BACK OF FILL WALL UNDERDRAIN
BICYCLE RAILING
12
RETAINING WALL
FILL TYPE
EXISTING GROUND
BARRIER
CONCRETE
NYS RTE 434 EASTBOUND
PATH10’-0"
UNCLASSIFIED EXCAVATION
4" LAWN TOPSOIL
2’-0"LAWN TURFESTABLISH
EDGE OF CURB
WALL FILL0.8 X H
H VARIES
14" SUBBASE
LEFT LANEVARIES 8’-6" TO 10’
MIDDLE LANEVARIES 11’-6" TO 13’
RIGHT LANEVARIES 12’ TO 12’-6"
SHOULDERTO 7’-6"VARIES 4’-6"
1’-0"
PARKING LOT
BICYCLE RAILING
BACK OF FILL WALL UNDERDRAIN
6" ASPHALT
8" SUBBASE
HCL & TGL
FINISH GRADE
EXISTING GROUND
NYS RTE 434 EASTBOUND
PATH10’-0"
EMBANKMENT IN PLACE
4" LAWN TOPSOIL
LAWN TURFESTABLISH
EDGE OF CURB
CONCRETE BARRIER
FILL TYPE RETAINING WALL
H VARIES
WALL FILL0.8 X H
14" SUBBASE
1’-6"
RIGHT LANEVARIES 10’-6" TO 11’
LEFT LANEVARIES 11’-6" TO 12’
SHOULDERTO 4’-6"VARIES 3’-6"
DG
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
vVESTAL AVE
1’-0"
HCL & TGL
FINISH GRADE
EXISTING GROUND
6" ASPHALT
8" SUBBASE
BACK OF FILL WALL UNDERDRAIN
RETAINING WALL
FILL TYPE
PATH10’-0"
UNCLASSIFIED EXCAVATION
2’-0"
LAWN TURFESTABLISH
WALL FILL0.8 X H
H VARIES
EXISTING SIDE WALK
12
LEFT LANEVARIES 12’ TO 12’-6"
RIGHT LANEVARIES 12’ TO 25’
BARRIER
CONCRETE
SHOULDER8’-0"
BICYCLE RAILING
ALTERNATE 1 TYPICALS
#
A1 TYP-4
STA 56+33 TO 57+36
STA 56+83 TO 59+34
STA 59+34 TO 79+13
STA 80+21 TO 81+45
STA 82+02 TO 83+88
STA 92+04 TO 95+50
STA 89+97 TO 91+56
STA 97+59 TO 103+39
NYS RTE 434 EASTBOUND
HCL & TGL
FINISH GRADE
BACK OF FILL WALL UNDERDRAIN
6" ASPHALT
8" SUBBASE
RETAINING WALL
FILL TYPE
BARRIER
CONCRETE
BICYCLE RAILING
EMBANKMENT IN PLACE
EXISTING GROUND
PATH12’-0"
4" LAWN TOPSOIL
2’-0" 2’-0" LAWN TURFESTABLISH
H VARIES
WALL FILL0.8 X H
UNCLASSIFIED EXCAVATION
14" SUBBASE
LEFT LANEVARIES 12’-6" TO 13’
RIGHT LANEVARIES 11’-6" TO 12’
2’-0"
SHOULDER8’-0"
4" LAWN TOPSOIL
14" SUBBASE
HCL & TGL
FINISH GRADE
EXISTING GROUND
6" ASPHALT
8" SUBBASE
PATH10’-0"
EXISTING SIDE WALK
LEFT LANEVARIES 12’-6" TO 13’
RIGHT LANEVARIES 11’-6" TO 12’
vVESTAL AVE
LEFT LANEVARIES 12’ TO 12’-6"
RIGHT LANEVARIES 12’ TO 25’
2’-0"
NYS RTE 434 EASTBOUND
SHOULDER8’-0"
CURBCURB
12’-0"
HCL & TGL
FINISH GRADE
GUIDE RAIL
BOX BEAM
PAVED GUTTER
NYS RTE 434 EASTBOUND
6" ASPHALT
8" SUBBASEEXCAVATIONUNCLASSIFIED
BICYCLE RAILING
EXISTING GROUND
2’-0" 2’-0" LAWN TURFESTABLISH
SHOULDER8’-0"
3’LEFT LANEVARIES 12’ TO 12’-6"
RIGHT LANEVARIES 12’ TO 12’-6"
EMBANKMENT IN PLACE
DG
N$
SY
TI
ME0123456
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US
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NA
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BRIDGES CULVERTSPIN 9038.26
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ND
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
6" ASPHALT
6" ASPHALT
8" SUBBASE
12’-0"
HCL & TGL
FINISH GRADE
2’-0" 2’-0" EXISTING GROUND
8" SUBBASE
BICYCLE RAILING
14" SUBBASE
ALTERNATE 1 TYPICALSA1 TYP-5
#
STA 118+92 TO 121+88
STA 103+39 TO 107+61
STA 107+57 TO 118+92
NYS RTE 434 EASTBOUND
12’-0"
BARRIER
CONCRETE
BICYCLE RAILING
EXISTING GROUND
HCL & TGL
FINISH GRADE
EMBANKMENT IN PLACE
2
1
12
4" LAWN TOPSOIL
4" LAWN TOPSOIL
2’-0" 2’-0" ESTABLISH LAWN TURF
18
14" SUBBASE
14" SUBBASE
LEFT LANEVARIES 11’ TO 12’
RIGHT LANEVARIES 11’ TO 12’
SHOULDER8’-0"
8" SUBBASE
DG
N$
SY
TI
ME0123456
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N$
US
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NA
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BRIDGES CULVERTSPIN 9038.26
JO
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COUNTY:
PR
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T
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NA
GE
RD
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ND
RA
FTIN
GC
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CK
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EC
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
6" ASPHALT
6" ASPHALT
8" SUBBASE
#
A1 TYP-6
STA 121+88 TO 130+75
STA 130+75 TO 132+00
STA 132+00 TO 138+63
TO MACARTHUR PARK TYPICALS
ALTERNATE 1 & CONNECTION
12’-0"
HCL & TGL
FINISH GRADE
GUIDE RAIL
BOX BEAM
BICYCLE RAILING
BACK OF FILL WALL UNDERDRAIN
EXISTING GROUND
RETAINING WALL
FILL TYPE
NYS RTE 434 EASTBOUND
2’-0" 2’-0" 1’-6.8"
WALL FILL0.8 X H
UNCLASSIFIED EXCAVATION
EMBANKMENT IN PLACE
H VARIES
WETLANDS
14" SUBBASE
RIGHT LANEVARIES 11’ TO 12’
LEFT LANEVARIES 11’ TO 12’
SHOULDER8’-0"
BICYCLE RAILING
4" LAWN TOPSOIL
12’-0" 2’-0"2’-0"
EXISTING GROUND
2
1
BICYCLE RAILINGHCL & TGL
FINISH GRADE
12
NYS RTE 434 EASTBOUND
GUIDE RAIL
BOX BEAM
4" LAWN TOPSOIL
ESTABLISH LAWN TURF
14" SUBBASE
LEFT LANEVARIES 11’ TO 12’
RIGHT LANEVARIES 11’ TO 12’
SHOULDER8’-0"
EMBANKMENT IN PLACE
12
PATH10’-0"
2’-0"
HCL & TGL
FINISH GRADE
2’-0"
BICYCLE RAILING
EXISTING RIP RAP
EXISTING GROUND
STA MP 0+00 TO MP 3+23
8" SUBBASE
6" ASPHALT
14" SUBBASE
DG
N$
SY
TI
ME0123456
DG
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US
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NA
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BRIDGES CULVERTSPIN 9038.26
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PR
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GE
RD
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ND
RA
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GC
HE
CK
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EC
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
6" ASPHALT
6" ASPHALT
12’-0"
HCL & TGL
FINISH GRADE
EXISTING GROUND
UNCLASSIFIED EXCAVATION
2’-0" 2’-0.9" ESTABLISH LAWN TURF
EXISTING OFF RAMP
8" SUBBASE
1
3.667
12’-0"
HCL & TGL
FINISH GRADE
2
1
EXISTING GROUND
EMBANKMENT IN PLACE
2’-0" 2’-0" LAWN TURFESTABLISH
SHOULDER3’-0"
UNCLASSIFIED EXCAVATION
LEFT LANEVARIES 12’ TO 13’
MIDDLE LANEVARIES 11’ TO 12’
RIGHT LANEVARIES 0’ TO 11’
RETAINING WALLCUT TYPE
ALTERNATE 1 TYPICALS
#
A1 TYP-7
STA 138+36 TO 141+34
STA 141+34 TO 144+99
4" LAWN TOPSOIL
14" SUBBASE
NYS RTE 434 EASTBOUND
GUIDE RAIL
BOX BEAM
8" SUBBASE
BICYCLE RAILING
4" LAWN TOPSOIL
14" SUBBASE
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
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N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
STA 81+45 TO 82+02
STA 91+56 TO 92+04
ALTERNATE 1 TYPICALS
#
A1 TYP-8
STA 83+88 TO 89+97
STA 95+50 TO 97+59
NYS RTE 434 EASTBOUND
HCL & TGL
FINISH GRADE
BACK OF FILL WALL UNDERDRAIN
6" ASPHALT
8" SUBBASE
RETAINING WALL
FILL TYPE
BARRIER
CONCRETE
BICYCLE RAILING
EMBANKMENT IN PLACE
EXISTING GROUND
PATH12’-0"
4" LAWN TOPSOIL
2’-0" 2’-0" LAWN TURFESTABLISH
H VARIES
WALL FILL0.8 X H
UNCLASSIFIED EXCAVATION
14" SUBBASE
LEFT LANEVARIES 12’-6" TO 13’
RIGHT LANEVARIES 11’-6" TO 12’
BICYCLE RAILING
2’-0"
SHOULDER8’-0"
NYS RTE 434 EASTBOUND
HCL & TGL
FINISH GRADE
BACK OF FILL WALL UNDERDRAIN
6" ASPHALT
8" SUBBASE
RETAINING WALL
FILL TYPE
BARRIER
CONCRETE
BICYCLE RAILING
EXISTING GROUND
PATH12’-0"
2’-0" 2’-0"
H VARIES
WALL FILL0.8 X H
14" SUBBASE
LEFT LANEVARIES 11’-6" TO 12’
RIGHT LANEVARIES 11’-6" TO 12’
H VARIES
RETAINING WALL
FILL TYPE
2’-0"
SHOULDER8’-0"
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9#
A1 TYP-9AT IVANHOE RD TYPICALS
CONNECTION TO VESTAL AVE
WALL
RETAINING
FILL TYPE
12
12
12 1
2
12
2’-0" 2’-0"PATH12’-0"
UNCLASSIFIED EXCAVATION
FINISH GRADE
HCL & TGLEXISTING GROUND
WALLRETAININGCUT TYPE
2’-0" PATH12’-0"
HCL & TGL
FINISH GRADE
2’-0" PATH12’-0"
HCL & TGL
FINISH GRADE
3’-6"
6’-6"
EXISTING GROUND
BICYCLE RAILING
8" SUBBASE
6" ASPHALT14" SUBBASE
14" SUBBASE
2’-0"2’-0"
EMBANKMENT IN PLACE
8" SUBBASE
PATH12’-0"
FINISH GRADE
HCL & TGL
EXISTING GROUND
4" LAWN TOPSOIL
12" SUBBASE
LAWN TURFESTABLISH
6" ASPHALT
BICYCLE RAILING
STA VA 1+40 TO VA 4+75
STA VA 4+75 TO VA 6+45
STA VA 0+47 TO VA 1+40
6" BASE
6" SUBBASE
12" SUBBASE
8" SUBBASE
6" ASPHALT
14" SUBBASE
STA VA 6+45 TO VA 9+35
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-1
1
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
uUNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
LIMIT OF WORK
LIMIT OF CUT
BIKE RAILING
BOX BEAM GUIDE RAIL
MAT
CH T
O
DW
G.
GNP-A1-2 ST
A.
A1 15+00
CURVE A1-4CURVE A1-3
CURVE A1-2
CURVE A1-1
ADJUST FRAME AND GRATE
ADJUST FRAME AND GRATE
NO #
NO #
NO #
6NYSEG
(TEL.
GOES
U.G.)
NYT/
MH/355
3/
NYSE
G/13
229/ (ELEC. GOES U.G.)
(TEL.
GOES
U.G.)
NYSE
G/16
MH/355/-5
NYSEG/15/NYT/
PULLBOX
TRAFFIC
S/WCONC.
GR
ANIT
E
CUR
BR10-6 L
R10-3b RR10
-3b LPED.
PULLBOXES
TELE.
R4-7
CONTROL BOX
TRAFFIC
M.H.SIGNAL
TRAFFIC
ELEC.
R10-3b R
R10-3b L
PED.
R8-3A
BOXCOMM.
PINE12"
GRASS
GR
ANIT
E
CUR
B
CONC.
S/
WB
UIL
DE
RS
"HAR
RIS
ON"
NYP-2
GR
ANIT
E
CUR
B
CONTR
OL
BOXES
TR
AFFIC
BOXESCOMM.
BOXESSIGNAL
TRAFFIC
M.H.’SSIGNAL
TRAFFIC
METERELEC.
SLABCONC.
R10-3b RPED.
R10-3
b
RPE
D.
W.V.’S
R4-7
CONC. GUTTERS
RP RAP / PEBBLESBOXESTELE.
MAPLE10"
ASH8"
ASH10"
PULLBOXES
TRAFFIC
CONC. CURB
CONC. CURB
PULLBOX
TRAFFIC
PULLBOX
TRAFFIC
GR
ANIT
E
CUR
BCONC.
S/
W
R10-3b R
R10-3b L
PED.
PULLBOX
TRAFFIC10829102434 "NY DENTAL"
CONC. S/W
GRASS
#4501
N.Y. DENTAL GROUP
BRICK1 STY.
CONC.
R/
W
#4500
TWINS TIER ORTHOPEDIC
BRICK2 STY.
S/WCONC.
PLANTERASPHALT PARKING LOT
ASPHALT PARKING LOT
W-BEAM G-RAIL
"45"R2-1
CONC.
R/
W
CONC. GUTTERS
STAIRSCONC.
GRAVEL PARKING LOT
W-BEAM G-RAIL
ASPHALT
� MILEJ.C.
201 NG2-1
MAPLE36"
M.H.ELEC.
SLABCONC.
CONC. S/W
DLN.
PULLB
OXES
TR
AFFIC
POLESIGNAL
CONTROL
TRAFFIC
M.H.TELE.
SMH-19131
SMH-19131
SMH-19062
CB-19
059
CB-19
137
CB-19
136
CB-19135
CB-19134
CB-19123
CONC. CURB
M.H.TELE.
M.H.TELE.
G.W.
DEL.
POLESIGNAL
CONTROL
TRAFFIC
STAIRS
PLANTER
CONC. GUTTERS
G.W.
POLESIGNAL
CONTROL
TRAFFIC
12" RCP
18"x18" CMP
OVERPAVED
36" RCP
36"
RCP
SMH-21597
6" VTP
6" VTP
36"
RCP
18"
RCP
12" RCP
18"x18" CMP
8"
CMP
8"
CMP
18" SICP
P
ROAD"HILL
"MURRAY
R10-6
L
8"
SWP (P
LACE
D PE
R
RE
C.
PLANS)
12" (PLACED PER REC. PLANS)
10" (P
LACE
D PE
R
RE
C.
PLANS)
UNK.
UNK.
MUR
RAY
HIL
L
RD.
PER REC. PLAN
(VAULT)TMH
A1 10+00
A1 11+00
A1 12+00
A1 13+00
A1 14+00
A1 15+00
A1 10+00.0
0
PO
B
A1 10+39.2
8
PC
A1 12+70.1
3
PC
A1 12+78.3
5
PT
A1 14+10.3
1
PC
A1 10+48.4
4PI
A1 12+74.2
4
PI
EQ
NA
HD
A1 10+00.0
0
EQ
NB
K00+-0.0
0
A1 10+81.4
8
PT
A1 10+58.0
3PRC
A1 10+69.8
5
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2002 P.274
(REPUTED OWNERS)
PEOPLE OF THE STATE OF NEW YORK
TM# 159.14-1-12.2
L.2015 P.520
(REPUTED OWNER)
SUKHMINDER S. PANNU
TM# 159.10-1-13
L.2489 P.537
(REPUTED OWNER)
4505 VESTAL LLC
TM# 159.10-1-14
MAP 15.8 (1939)
MAP 15.8 (1939)
MAP 15.8 (1939)
MAP 3
7 (2001)
MAP 26-T (1971)
MAP 3
7 (20
01)
ROAD
BOUND
AR
Y
ROAD
BOUND
AR
Y
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
(REPUTED OWNER)
(SUNY BINGHAMTON)
THE PEOPLE OF THE STATE OF NEW YORK
TM# 159.17-1-1
ROAD
BOUND
AR
Y
ROAD
BOUND
AR
Y
HIGHWAY BOUNDARY
MAP 15.8 (1939)
S.H. 1613, VESTAL - BINGHAMTON
MURR
AY
HILL
ROAD
MURR
AY
HILL
ROAD
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
E
S
T
SE
T
RF
M
E
E
EE
EE
T
2’-0"
12’-0"
2’-0"
3’-0"
S
S
T
8’-0"
CURVE A1-1
P.C. = 10+39.28
P.R.C. = 10+58.03
R = 75.00’
L = 18.75’
= 14°19’38.95"q
CURVE A1-2
P.R.C. = 10+58.03
P.T. = 10+81.48
R = 76.00’
L = 23.45’
= 17°40’47.73"q
CURVE A1-3
P.C. = 12+70.13
P.T. = 12+78.35
R = 1000.00’
L = 8.22’
= 0°28’15.28"q
CURVE A1-4
P.C. = 14+10.31
P.C.C. = 17+57.22
R = 2963.00’
L = 346.91’
= 6°42’29.67"q
4" COMM. CONDUIT
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-2
2
ROADWAY SHOULDER
2’-0"
uUNPAVED PATH SHOULDER
uUNPAVED PATH SHOULDER
BIKE RAILING
LIMIT OF CUT
BOX BEAM GUIDE RAIL
CURVE A1-5
14NYSEG
(ELEC. GOES U.G.)NYSEG/5
(ELEC. GOES U.G.)
NO #
3NYSEG
NO #
(ELEC. GOES U.G.)
24
24 � S
22NYT
2 �
NYSEGW-BEAM G-RAIL
BRUSH
CONIF. SHRUB
OLD VESTAL ROAD
KEEP RIGHTW-BEAM G-RAIL
R1-2 R5-1R6-1L
CONC. CURB
CONC. CURB
10839102434
BUSES"SCHOOL
STOPPEDSTOP FOR "STATE LAW
MAPLE36"
PINE18"
PINES12"
ASH10"
ELEC. M.H.
PINE20"
12" CHERRY
12" CHERRY
8" CHERRY CLUSTER
PINE24"
PINE24"
PINE24"
RP RAP
CONC. GUTTER
6" PINE
PINE24"
PINE24"
ELEC. M.H.
W.V.’SW.V.’S
HOUSEPUMP-BRICK
CONC. PAD
HANDRAIL
METAL
F.H.
CHERRY
12"
G.V.CHERRY
8"
CHERRY
8"
CLUSTER
SYCAMORE
12"
PINE10"
PINE4"
PINE12"
S/WCONC.
CONC. STAIRS
SMH-19176
DMH-19171
DMH-19173
DMH-19172
DMH-19175
DMH-19174
WOODED
F.H.
F.H.
F.H.
L.P.
W.V.
W.V.
18" SICPP
8" PVC8" PVC
8" PVC
18" SICPP 18" SICPP
U.D.6" SICPP
8" PVC
8" PVC
8" S (PLACED PER REC. PLANS)
12"
AREA UNDER CONSTRUCTION
(VAULT)TMH
2-4" COMM. CONDUITS
2-4" COMM. CONDUITS
2-4"
CO
MM.
CONDUIT
S
4"
CO
MM.
CONDUIT
CURVE A1-5
P.C.C. = 17+57.22
P.T. = 22+45.33
R = 2663.00’
L = 488.12’
= 10°30’07.47"q
A1 15+00
A1 16+00
A1 17+00A1 18+00 A1 19+00
A1 20+00
A1 17+57.2
2PCC
A1 18+41.7
1
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
MAP 15.8 (1939)
MAP 15.8 (
1939)
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
S.H. 1613, VESTAL - BINGHAMTON
8’-0"
RFM
12’-0"
2’-0"
T
E
T
T
ASPHALT MULTI USE PATH
S
CBP 971
N 763904.15
79
E 989862.2
722
ELEV 893.483’
CBP 971
N 763904.15
79
E 989862.2
722
ELEV 893.483’971
T
G
E
MAT
CH T
O
DW
G.
GNP-A1-1 ST
A.
A1 15+00
MAT
CH T
O
DW
G.
GNP-A1-3 ST
A.
A1 20+50
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-3
3
ROADWAY SHOULDER
uUNPAVED PATH SHOULDER
uUNPAVED PATH SHOULDER
LIMIT OF CUT
BIKE RAILING
CURVE A1-5
OFFSET = 2.33’ RTSTA. A1 22+72.43
RETAINING WALLBEGIN CUT TYPE
EDGE OF TRAVELWAY
EDGE OF PAVEMENTEDGE OF PAVEMENT
22-2390
#NYSEG
NO#
W.V.
CHERRY12"
CHERRY12"
CHERRY12"
CHERRY12"
ASPHALT GUTTERASPHALT GUTTER
(TYP.)SHRUBDECID.
G.W.
RIP RAPWOODED
WOODED
10#NYSEG
"45"NYR2-3
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
NYS RTE 434 (VESTAL PKWY E.)
RIP RAP
12"
NO #
NO #
22-A
33
G.W.R5-1AR5-1
W3-03
BUILDINGBRICK
3 STORY
PINE10"
SYCAMORE24"
10849102434
PINE10"
CHERRY8"
CHERRY8"
PINE10"
PINE10"
W3-03
GRASS
GRASS
R5-1A
CONC. CURB
CONC. CURB
ASPHALT MEDIAN
10859102434
FOX 40 NEWSBRICK
1 STORY
PLA
NTER
WOOD R/W
CONDUITELEC.
WOODED
SLABCONC.
SLABCONC.
SLABCONC.
DISHESSATELLITE
CONC. S/W
PLANTER
CONC.
S/
W CHERRY12"
CHERRY12"
CHERRY12"
ASPHALT PARKING LOT
CHERRY12"NEWS PARKING"
"RESERVED
GRASS
DITCH
CHERRY8"
CONC. STAIRS
R7-8CB
VENTUNK.
GOES U.G.)(ELEC.357NYT22#S
SLABCONC.
R3-7 R
10869102434
PER REC. PLAN
(VAULT)TMH
REBAR5/8"
MON.GRANITE
A1 21+00A1 22+00 A1 23+00 A1 24+00 A1 25+00 A1 26+00
A1 22+45.3
3
PT
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.1884 P.699
(REPUTED OWNER)
STAINLESS BROADCASTING, LLC
TM# 159.15-2-1
L.2002 P.274(REPUTED OWNERS)
PEOPLE OF THE STATE OF NEW YORKTM# 159.14-1-12.2
MAP 16.5 (1939)
MAP 16.5 (1939)
MAP 15.8 (1939)
MAP 16 (1920)MAP 16 (1920)
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
RF
M
RF
M
BOX BEAM GUIDE RAIL
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
RETAINING WALLCUT TYPE
CURVE A1-5
P.C.C. = 17+57.22
P.T. = 22+45.33
R = 2663.00’
L = 488.12’
= 10°30’07.47"q
3’-10.7"
2’-0"
2’-0"
8’-0"
12’-0"
CBP 971
N 7639
04.1579
E 9898
62.2722
ELEV 893.4
83’971
RFM
T
3.5X3.5GRANI
MAT
CH T
O
DW
G.
GNP-A1-4 ST
A.
A1 26+00
MAT
CH T
O
DW
G.
GNP-A1-2 ST
A.
A1 20+50
12" MAPLE ROW
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-4
4
BOX BEAM GUIDE RAIL
ROADWAY SHOULDERuUNPAVED PATH SHOULDER
uUNPAVED PATH SHOULDER
CATCH BASIN (TYP)
BIKE RAILING
RETAINING WALLCUT TYPE
RETAINING WALLCUT TYPE
CURVE A1-7
CURVE A1-6
OFFSET = RT 2.33’STA. A1 29+32.64RETAINING WALLEND CUT TYPE
OFFSET = 25.00’ RTSTA. A1 26+70.45
RETAINING WALLBEGIN CUT TYPE
EDGE OF TRAVELWAY
EDGE OF TRAVELWAY
EDGE OF PAVEMENTASPHALT GUTTERASPHALT GUTTER
ASPHALT GUTTER
WOODED
10#NYSEG
NO#
G.W.
NYR9-2
R3-7R
INN""RESIDENCE
CB-17888
24"
RCP
BRUSH
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
NYS RTE 434 (VESTAL PKWY E.)
CONC. CURBCONC. CURBCONC. GUTER
CONC. GUTERCONC. GUTER
10869102434RM
W BEAM G-RAILW BEAM G-RAIL
W/ TELE. CAB.CONC. PAD
UNPAVED SHOULDER
BRUSHRIP RAP
VAULTW.V. IN
16/NYT/16L/390/NYSEG/ 15
NYSEG
14NYT14
NYSEG
359MHNYT
W-BEAM G-RAIL
CLUSTER
6" ASH
BRUSH
NYR2-3
R5-2
ASPHALT DRIVE
"2"
"BROOME"
M1-8
NYM6-3
BRUSH
W.V. ASP
HALT
DRIV
E
GRASS
PINE12"
M.B.’S
CONC. CURB
CONC. CURB
BING""FOX 40
BOLLARD4’ METAL F.H.
CHERRY8"
CHERRY8"
"RESIDENCE INN"
PROPERTY""PRIVATE
CONC.
CUR
B
ASP
HALT
DRIV
E
CONC.
CUR
B
SLABCONC.
R1-1
FIELD
ASP
HALT
DRIV
E
BOLLARDS3’ CONC. CONC. CURB
DITCH
DIT
CH
MAPLE8"
MAPLE8"
MAPLE12"
ASPHALT GUTTER
F.H.
M.B.
MAPLE36"
ASP
HALT
DRIV
E
CONC. CURB
CONC. CURB
DITCH
ASPHALT PAVED LOT
SP
RIN
KLE
R
18" SICPP
12" RCP
12" RCP
�" REBAR
�" REBAR
SMH-19231
DMH-19230
CB-19229
DIT
CH
CB-19306CB-19307
DMH-19290CB-19303
CB-19300
CB-19299
SHRUBSDECID.
M.H.’STELE.
DITCH
DITCH
18"
PVC
18"
PVC
18" PVC 877.78’INV.
878.77’INV.
18"
CMP
876.63’INV.
872.60’INV.
15" RCP
24"
RCP
24" RCP6" CIP U.D.
24"
CMP
24"
RCP
4" CIP
856.28’INV.
854.68’INV.
4" VTP8" VTP
853.27’INV.
852.78’INV.
18" PVC (PLACED PER REC. PLANS)
FUNNERY""CHEERS
18" CMP
SMH-21689
895.37INV.
8"
PVC
8" VTP
PER REC. PLANPER REC. PLAN
REBAR5/8"
REBAR5/8"
REBAR3/4"
1" BOLT
3/4" REBAR
PLAZA SERVICE ROAD
CURVE A1-6
P.C. = 27+24.21
P.T. = 27+30.72
R = 75.00’
L = 6.51’
= 4°58’29.65"q
CURVE A1-7
P.C. = 28+18.75
P.T. = 29+14.00
R = 1100.00’
L = 95.25’
= 4°57’40.49"q
A1 26+00 A1 27+00
A1 28+00
A1 29+00 A1 30+00 A1 31+00
A1 27+24.2
1
PC
A1 27+30.7
2
PT
A1 28+18.7
5
PC
A1 29+14.0
0
PT
A1 27+27.4
7PI
A1 28+66.4
0
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2209 P.351
(REPUTED OWNER)
GRAND PRIX BINGHAMTON LLC
TM# 159.15-2-2
L.2137 P.612
(REPUTED OWNER)
C.S.D., LLC
TM# 159.15-2-3
L.2150 P.66
(REPUTED OWNER)
C.S.D., LLC
TM# 159.15-2-36
L.2496 P.576
(REPUTED OWNER)
BAY REALTY TWO, LLC
TM# 159.15-2-4
L.2453 P.512
(REPUTED OWNERS)
JOHN BROSNAN
STEPHEN FEDEROWICZ
THOMAS R. VANGORDER
KYUNG I. KIM
TM# 159.15-2-5
HIGHWAY BOUNDARYMAP 16.5 (1939)
STREET BOUNDARY
5
TRN
STREET BOUNDARY
Pv137
Mv46
FEE
8
TRN
Pv159
Mv56
FEEL.1099 P.1148
(BED OF ROAD, SERVICE ROAD)
TOWN OF VESTAL
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
RF
M
2’-0"
2’-0"
8’-0"
12’-0"
S
3’-8.3"
TT
T
5\8RBR
S
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-3 ST
A.
A1 26+00
MAT
CH T
O
DW
G.
GNP-A1-5 ST
A.
A1 31+50
8" PVC
BIN
GHAM
TON"
"U CL
UB
15" SICPP
INV. = 849.49’
VALVE
SP
RIN
KLE
R
YARD DRAIN
849.30’INV. =
12"
SIC
PP
24" SI
CPP
12" SICPP 12" SICPP
12"
SICPP
15" SICPP
6’ W.I.F.
PVC
6"
VALVESPRINKLER
VALVESPRINKLER
SMH-17368
24"
SIC
PP
OVERPAVED
UNITAC
UNITAC
UNITAC
UNITAC
7’-0"
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-5
5
DRAINAGE PIPE (TYP)
BIKE RAILING
DRAINAGE PIPE (TYP)BIKE RAILING
2
TRN
BOX BEAM GUIDE RAIL
OFFSET = 3.33’ RTSTA. A1 31+97.95RETAINING WALLEND CUT TYPE
CROSS WALK
EDGE OF TRAVELWAYEDGE OF TRAVELWAY
EDGE OF PAVEMENT
G.W.’SGUY WIRE
GUY WIRE
G.W.’S
R3-7R
R3-2
R1-1
M1-8R3-7RCB
-17561
CB-17560
12" CMP
12" CMP
12" CMP
24"
RCP
851.14’INV. =
849.41’INV. =
RISERTELE.
848.06’INV. =
H/WCONC.
849.74’INV. =
27" RCP
849.48’INV. =
VALVESPRINKLER
CB-17328
12"
SIC
PP
12"
CPP 848.43’
INV. =
OVAL CULVE
RT3.8’x2.4
’
UNPAVED SHOULDER
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE SAG
WIRE
SAGWIRE
SAGWIRE
DITCHDITCH
NYS RTE 434 (VESTAL PKWY E.)
ASPHALT PARKING LOT
W/ VAULTCONC. PAD
SHRUBS
PULLBOXTRAFFIC SIG.
10879102434RM
SH
RUBS
GUTTER
CONC.W.V.
PLAZ
A
DR.
CONC. CURB
CONC. GUTER
4#NYSEG
CONC.
CUR
B12"
8" VTP
�/NYT/13 �L/390/NYSEG/13/
NYT/13NYSEG/13/
NYT/12NYSEG/12/
11NYSEG
NYSEG/10/10L/390/
13345
NYSEG
MAPLE36"
ASPHALT GUTTER
M.B.
GRASS
DRIV
EASP
HALT
L.P.
BRUSH
MAPLE12"
M.B.
ASP
HALT
DRIV
E
ASH24"
SYCAMORE12"
SYCAMORE12"
SYCAMORE12"
GRASS
ASP
HALT
DRIV
E
SYCAMORE24"
ASP
HALT
DRIV
E
GRASS
ASPHALT DRIVE
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB ASPHALT MEDIAN
DITCH M.B. F.H.R1-1
MAPLE20"
MAPLE20"
MAPLE20"
CONC.
CUR
B
12" RCP
"R. SCHIESS"
REBAR�"
12" RCP
REBAR�"
12" CMP12" CMP
REBAR�"
REBAR�"
REBAR�"
KEYSTONE CAP
W.V.
DRIVEASPHALT
DMH-19240
CB-19242
CB-19257
BRUSH
M.H.’STELE.
82273/NYT/1#NYSEG/7/
6/NYT/2#NYSEG/
852.78’INV.
851.31’INV.
851.14’INV.
850.66’INV. 850.55’
INV.850.14’
INV.
850.03’INV.
849.05’INV.
852.10’INV.
851.97’INV.
12" CMP
1’x1’
CONC.
BOX
24"
RCP
852.82’INV.
12"
CMP
12" CMP
OVERPAVED
19245SMH-
8" (P
LACE
D PE
R.
RE
C.
PLANS)
ASPHALT GUTTER
ASPHALT GUTTERASPHALT GUTTER ASPHALT GUTTER
POLEDEAD
12" RCP
CB-2
1688
CB-2
1687
H/WCONC.
2’x2’
OVAL CULVE
RT3.8’x2.4
’
8" VTP
2 STORY WOOD FRAME BUILDING
O.H. O.H. O.H. O.H. O.H.
WF10
WF11
6’ C.L.F.
WF12
WETLAND "F"
"SHUMAKER"REBAR & CAP
24"
SIC
PP
6’ W.I.F.6’ W.I.F.6’ W.I.F.
6’
W.I.F.
SHRUBS
STONE
ST
ONE
STONE STONE STONE
STONE(2)
UNITSAC
(2)UNITS
AC
(2)UNITS
AC
CONC. CONC. CONC. CONC. CONC.VALVE
SPRINKLER
10"
PVC
10"
PVC 8
" PVC
DMH-30596
SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS SHRUBS
SH
RUBS
SHRUBS
SHRUBSSHRUBSSHRUBSSHRUBS
CONCRETE
CONCRETE
CONCRETE
CONCRETECONCRETECONCRETECONCRETE
CONCRETECONCRETECONCRETE
CB-31478 CB-31473 CB-31468
L.P.
(10)
METE
RS
GAS
CONC.
RAPRIP-
RAPRIP-
RAPRIP-
RIP-RAP
L.P.L.P.L.P.
PARKINGHDCP.
PARKINGHDCP.
PARKINGHDCP.
ENTRANCE
SIG
N
DIR
ECT
OR
Y
CONC.
VAULT
VENT
2019 FOIT-ALBERT SURVEY UPDATE
2019 FOIT-ALBERT SURVEY UPDATE
CONC. CURB
CONC.
CUR
B
31619
31618
31613
31617
31616
31615
31614
31622
31621
316203161
9G316
18G
31613
G
31617
G31616
G31615
G31614
G
31622
G31621
G31620
G
A1 32+00A1 33+00 A1 34+00 A1 35+00 A1 36+00 A1 37+00
A1 32+23.2
3
PI
A1 32+50.7
5PI
A1 36+13.1
4
PC
A1 36+30.7
4
PT
A1 36+21.9
4
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2427 P.505
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-14
L.2065 P.652
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-16
L.2427 P.279
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-18
L.2427 P.517
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-19
L.2437 P.620
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-21
L.2369 P.33
(REPUTED OWNER)
VESTAL PARK, LLC
159.15-2-21.2
L.2465 P.385
(REPUTED OWNER)
ACC OP (BINGHAMTON I) LLC
159.15-2-21.12
HIGHWAY BOUNDARYMAP 16.5 (1939)
L.2499 P.94
(REPUTED OWNERS)
NORTH STAR GROUP, LLC
TM# 159.15-1-15
L.2427 P.530
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-17
L.2499 P.80
(REPUTED OWNERS)
NORTH STAR GROUP, LLC
TM# 159.15-1-20
1
TRN
STREET
BOUND
AR
Y
STREET
BOUND
AR
Y
STREET BOUNDARY
Pv138
Mv47
FEE
Pv161
Mv57
TEPv143
Mv49
TE
Pv156
Mv47
PE
SERVICE ROAD
NYS RTE. 434 WESTBOUND
S.H. 1613, VESTAL - BINGHAMTON
NYS RTE. 434 EASTBOUND
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
CURVE A1-8
P.C. = 36+13.14
P.T. = 36+30.74
R = 1000.00’
L = 17.61’
= 1°00’31.39"q
ROADWAY SHOULDER
BOX BEAM GUIDE RAIL
"
"
9570
31050
"
9570
31050
"
310493
1049
"
CATCH BASIN (TYP)
RFM
"
"
" "
SS
"
"
3105131051
31049A3
1049A
RF
M
"
310363103
6
3104031040
31048
"
9569
31048
"
9569
31035
31052
31035
31052
"
"
31032310323103
131031
2’-0"
3102831028
8’-0"
12’-0"
2’-0"
3102731027
31009
"
31009
"
3102331023
"
"
3101031010
S
3102231022
"
"
3101931019
3102031020
3102131021
"
"
31008
"
31008
" "
" "
" " " "
"
S
"
" "
"
"
"
315763157
6
3129931299
S
31428
314253142831425
18"
SIC
PP
AB
AN
DONE
D
314243142
4 312963
1296
31005
CBP 6000
N 7633
64.6513
E 9909
68.2304
ELEV 854.1
92’
31005
303293
0329
3142131421
3043430434
30327
30331
9563
"
30327
30331
9563
"
303283
0328
3142031
420
3046930469 304
70304
7030470 30470
30324
30332
30468
30324
30332
30468
315703157
0
303403
0340
303433
0343
30330
30344
30463
30330
30344
30463
31302
30335 303
39
30466
3130230335
30339
30466
313083
1308
303363
0336
31002
31309
31002
31309
31417
30333
31579
31417
30333
31579
T
T
3032630326
3131431314
30334
30346
30465
30334
30346
304653141
6
30433
31489
31416
30433
31489
30337
30337
30325
31456
31491
31490
30325
31456
3149131490
T
30338
30338
30342
30342
T
30341
T
30341
30347
30347303
4530345
31554
31554
315533155
33155
231552
S
30478
30481
30478
30481
30477
31577
30477
31577
315813158
1
31582
31580
31582 3158
03157
8 30482
31583
31578
30482
31583
304743
0474
304853
0485
S
30486
S
30486
304893
0489
304303
0430
uUNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
CURVE A1-8
ST
ONE
SMH-31481
SMH-31481
DMH-31388
DMH-31300
MAT
CH T
O
DW
G.
GNP-A1-4 ST
A.
A1 31+50
MAT
CH T
O
DW
G.
GNP-A1-6 ST
A.
A1 37+00
INV.=845.19’
INV.=845.23’
849.42’INV. =
849.30’INV. =
848.08’INV. =
PVC
6"
847.53’INV. =
RAPRIP
846.07’INV. =
PVC
6"
CHERRY4"
D.N.E.
6"
VTP
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-6
6
BIKE RAILING
BOX BEAM GUIDE RAIL
DRAINAGE PIPE (TYP)
CURVE A1-10
OFFSET = 12.00’ LTSTA. A1 42+72.77
RETAINING WALLBEGIN FILL TYPE
ROADWAY SHOULDER
ASPHALT MULTI USE PATH
CURVE A1-9
CATCH BASIN (TYP)
CATCH BASIN (TYP)
EDGE OF TRAVELWAY
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
3VZ5
#NYSEG
GO U.G.)(UTIL’S\
4NYT
822785-1
3355#NYSEG
BRACEPUSH
7-1390
#NYSEG
G.W.
4#NYSEG
GUY WIRER3-7R
APARTMENTS"
"UNIVERSITY PLAZA
R6-1LR5-1
VALVESPRINKLER
CB-17323
12"
PVC
12"
CPP
W.V.
G.W.’S
W.V.
METERELEC.
HALF FULL OF CONC.1.2’x3.85’ PIPE
R4-7
BASEL.P.
CB-17301
18"
RCP
15"
SIC
PP
12" SICPP
CB-16450
DMH-16452
845.13’INV. = 844.89’
INV. =
42" RCP
15"
SIC
PP
12" SICPP
UNPAVED SHOULDERUNPAVED SHOULDER
PAVED SHOULDER
UNPAVED SHOULDER
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE SAG
WIRE SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
DITCHDITCHDITCH
12"
PVC
CONC. H/WPADCONC.
PULLBOXTRAFFIC SIG.
15"
RCP
ASPHALT DRIVECONC. CURB
CONC. CURB
CONC.
CUR
B
CONC.
CUR
B
PLANTERS
PLANTERS
PLANTER
G.W.
POLESIG.
ELEC. METER
CONC. PAD
COMP. CAB.
PULL BOXTRAFFIC SIG.
PULL BOXTRAFFIC SIG.
PULL BOXTRAFFIC SIG.
H/WCONC.
CONDUITMETAL
.3’
H/WCONC.
PADCONC.
ASPHALT PARKING LOT
W/ VAULTCONC. PAD
METERELEC.
CONC.
CURB
CONC. CURBCONC. CURB
(TYP.)CONIF. SHRUBS
8"
8" VTP8" VTP
8" VTP
8" VTP8" VTP
9NYSEG
8NYSEG
6NYT6
NYSEG390L
5NYT5
NYSEG
GRASS
MAPLE18"
CONC.
DRIV
E
OAK24"
MAPLE18"
PLANTER
CONC.
S/
W
CONC. CURB
SHRUBSCONIF.
GRASS
MAPLE24"
LUTHERAN CHURCH"
"CHRIST THE KING
CONC.
DRIV
E
DRIV
E
ASP
HALT
M.B.’S M.B. M.B.
R6-1L
R6-1L
NYP1-5D"45"R2-1
GRASS
R4-7
R4-7
GRASS
MAPLE18"
CONC.
CUR
BB
OULDE
R
L.P.
CHERRY4"
DE
CID..
SH
RUBS
CONIF.
SH
RUBS
CHERRY4"
L.P.
R1-1
PARKING LOT
CONC.
CUR
B
CONC. CURB CONC. CURB CONC. CURBCONC. CURB
CONC. CURB
CONC. CURB
PIPE1" IRON
PIN1"x1"
REBAR�"
15"
SIC
PP
REBAR�"
M.H.SIGNALELEC.
M.H.SIGNALELEC.
SMH-17315
SMH-16451
CB-19334
G.W.
W.V.F.H.
L.P.
M.B.’S
W.V.
IRON ROD
NAIL
CONC. CURB
L.P.
CB-21552 CB-21561
PAVED OVER
4"
PVC
846.19’
INV. =
15"
SICPP
4" PVC U.D.
15"
SIC
PP
G.W.
12"
WF1 WF2
WF9WF8
WF3 WF4
WF7
WF5
WF6
WF105
WF104PADCONC.
WF103
WF100WF101
WF102
WETLAND "F"
WETLAND "F"
BENT LEFTREBAR3/4"
140K7
NYT7
NYSEG
REBAR3/4"
846.50INV. =
846.26’
INV. =
L.P.
CONC. PAD
VALVESPRINKLER VALVE
SPRINKLER
CB-31400
CB-30588
CB-31353
VAULT
VENT
2019 FOIT-ALBERT SURVEY UPDATE
2019 FOIT-ALBERT SURVEY UPDATE
ASPHALT PARKING LOT
CONC. CURB CONC. CURB
PLANTER PLANTER
BRIC
K SIG
N
1+32.2
7PI
A1 37+00 A1 38+00 A1 39+00 A1 40+00A1 41+00
A1 42+00
A1 43+00
A1 39+45.7
0
PC
A1 39+79.6
6
PT
A1 41+14.5
4
PI
A1 42+15.2
5
PC
A1 42+24.2
2
PT
A1 42+46.8
1
PI
A1 39+62.6
8PI
A1 42+19.7
4
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2437 P.620
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-21
L.2064 P.242
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-22
L.2063 P.233
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-30
L.2369 P.33
(REPUTED OWNER)
VESTAL PARK, LLC
159.15-2-21.2
MAP 16.5 (1939)
L.1899 P.1024
(REPUTED OWNER)
VESTAL PARK, LLC
159.15-2-37.1
L.2019 P.607
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-29
2
TRN
L.2047 P.544
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-25
TM# 159.15-1-24
TM# 159.15-1-23
Pv139
Mv48
FEE
Pv144
Mv49
TE
Pv145
Mv49
TE Pv146
Mv49
TE
Pv147
Mv49
TE
Pv149
Mv50
FEE
Pv150
Mv51
FEE
Pv141
Mv48
PE
Pv157
Mv50
PE
Pv158
Mv51
PE
15"
RCP
UNPAVED PATH SHOULDER
"
" "
"
313703
1370
"
" "
" 313673
1367
"
"
SSS
"
" "
CBP 6001
N 76314
2.9569
E 99166
9.9650
ELEV 847.8
00’
"
9562A
9562
E
"
"
C
3\4RBR
3111231112SS
3027430
274
3109931099
SS
31097310973109
231092
10’-0"
ERETAINING WALL
FILL TYPE
3108731087
"
" "
"
3108031080
1’-0"
E
302773
0277
5’-0.2"2’-0"
1’-6"
2’-0"
"
"
3107931079
12’-0"
30222302
2130222
30221
8’-0"
30278
30589302
78
305892’-0"
"
"
3059230592
E31361313
61313
6331363
3135131351313
49
31350
30593
31349
31350
30593
313453
1345
31364313
64
304023
0402
304033
0403
30401313
44 30401
31344
30400
30576
30398
30400
30576
30398
3057530575
30577
30397
30396
30399
30577
30397
30396
30399
30395
30394
30395
30394
30393
30392
30390 3
0393
30392
30390
31341
30572
30391
31341
30572
30391
30387
30384
30389
30387
30384
30389
303883
0388
30383
30380
30386
30383
30380
30386
30379
30571
30570
30379
30571 30570
305693
0569
303853
0385
30555
30563
30376
30382
30555 30563
30376
30382
3053930539
31332
31340
30553 305
54305
54
30381
313
32
31340
30553 3055430554
30381
30541
30540 305
52305
51305
64
30373 303
77
30375
30374 303
78
3054130540 3055230551 30564
30373
30377
30375
30374
30378313
33
30372
31333
30372
31329
30543
30542
30542
30365 303
70313
29
305433054230542
30365
30370
31337
31336
30538
3036631337
313
36
30538
30366
30546
30556
30367
30369
30368
30562
30371
30546 30556
30367
30369
30368
30562
30371
30557
3055730557 3
0557
30550305
50
30545
30545 305
5830545 30545
305583054430544
30362
30364
30561
30362
30364
30561
305803
0580
30547 305
60305
6030547 3056030560
30548
30548
30565
3054830548
30565
3055930559305
49
30363
30549
30363
303613
0361
303583
0358
303603
0360
3132831328
30536
30535
30536
30535
303573
0357
30521
30532
30521
30532
30518
30359
30518
30359
"
"
305143
0514
30517
30522
30524
30354
30517
30522
30524
30354
303563
0356
313
08
30531
30353
30531
30353
E
3130931309313
14
30355
31314
30355
30346
30350
30346
30350
31318
31325
30528
31318
31325
30528
31320
30527
313
20
30527
313193
1319
303493
0349
303523
0352
3034730347 303
5130351
303483
0348
30498304
98305
0130501
305023
0502
305053
0505
30506
30497
30506
30497
30509
30494
30509
30494
304933
0493
304903
0490
305103
0510
305133
0513
CROSS WALK
DRAINAGE MANHOLE (TYP.)
uUNPAVED PATH SHOULDER
CURVE A1-9
P.C. = 39+45.70
P.T. = 39+79.66
R = 1000.00’
L = 33.96’
= 1°56’45.18"q
CURVE A1-10
P.C. = 42+15.25
P.T. = 42+24.22
R = 75.00’
L = 8.97’
= 6°51’04.30"q
MAT
CH T
O
DW
G.
GNP-A1-7 ST
A.
A1 43+00
MAT
CH T
O
DW
G.
GNP-A1-5 ST
A.
A1 37+00
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-7
7
CONCRETE BARRIER
CATCH BASIN (TYP)BIKE RAILING
CONCRETE BARRIER
LIMIT OF CUT
2’-0"
4
TRN
RETAINING WALLFILL TYPE
CURVE A1-11
OFFSET = 11.31’ LTSTA. A1 47+31.40
RETAINING WALLEND FILL TYPE
RETAINING WALLFILL TYPE
ROADWAY SHOULDER
LIMIT OF CUT
DRAINAGE PIPE (TYP)
RETAINING WALLFILL TYPE
EDGE OF TRAVELWAY
EDGE OF PAVEMENTEDGE OF PAVEMENT
4A-1390
#NYSEG
3#NYSEG
22#NYT
R6-1LR5-1
R6-1R R1-1
"STARBUCKS""GNC"
COMMONS""TWIN RIVER
DRIVE-THRU""STARBUCKS
1089"9102"434R3-1
R5-1R1-1
U.G.)GOES(TELE.W3-03
W/ SIGN2-5-1#NYT
G.W.
FRATERNITY INC."PHI IOTA ALPHA
"ADOPT A HIGHWAY
"CFG"
42" RCPCB-19333
15" RCPWELLMON.
PADCONC.
CB-16442
24"
RCP
12" CMP
CB-19330
24" RCP
42" RCP 42" RCP 42" RCP
CB-16484
G.V.
15" SICPP16533DMH-
36"
RCP
8"
PVC
48"
RCP
12" SICPP
CB-1616512" SICPP
R1-1
UNPAVED SHOULDERUNPAVED SHOULDER
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
ASPHALT CURB
CONC.
CURB
G.W. L.P.
48" OAK
STONE R/WLOTPARKINGASPHALT
PAVER R/W
3" BOLLARDSSHRUB ROW
CONIF.
R/WSTONE
SPRUCE10"
PLA
NTER
ASPHALT PARKING LOTASPHALT PARKING LOT
ASPHALT PARKING LOT
CONC. CURB
CONC. CURBCONC. CURBCONC. CURB
NYS RTE 434 (VESTAL PKWY E.)
W.V.
8" VTP
8" VTP
8" VTP
4 NYT4
NYSEG
4 �NYT4A
NYSEG
3NYT3
390NYSEG
2-5 NYT2
NYSEG
1
MAPLE18"
MAPLE20"
MAPLE24"
MAPLE20"
NYP1-5D
ASP
HALT
DRIV
E
MAPLE36"
GRASS
F.H.SYCAMORE
12"
W.V.
ASP
HALT
DRIV
E
W.V.
GR
AVEL
DRIV
E
GR
AVEL
DRIV
ETWIN MAPLE
36"
NYP1-5D
10899102434
G.V.
MAPLE18"
MAPLE18"
MAPLE18"
4’
CH
AIN LIN
K FE
NCE
LINK FENCE4’ CHAIN
ASPHALT PARKING
CONIF. HEDGE ROW
CHERRY4"
M.B.M.B. M.B.
PARKING LOT
R6-1LR5-1
L.P.BOLLARD3’ CONC.
9’6" CLEARANCE
4’
CH
AIN LIN
K FE
NCE
LINK FENCE6’ CHAIN
CONC. CURB
CONC. CURBCONC. S/W R2-8 R2-8
GNCBRICK
1 STORY
AT&TBRICK
1 STORY
STARBUCKSBRICK
1 STORY
CONC. R/W
MENU MENU
L.P.
R1-1
FENCE4’ METAL
CONC.
CUR
B
L.P.
L.P.
CONC.
CUR
B
CONC.
CUR
B
L.P.
CONC. CURB
ASPHALT PARKING
R1-1
CONC. CURB CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
"NO LEFT TURN"R3-2
#4733BUILDINGBRICK
1 STORY
FOR LEASE""OFFICE SPACE
MAPLE36"
CONC.
CUR
B
SHRUBSCONIF.
R7-8R7-8
CONC. S/W
ASPHALT PARKING
VESTAL"TO
"WELCOME
CONIF. SHRUBS
3’ WOOD RAIL FENCE
R6-1RPLANTER
CONC. MEDIAN
SHRUBSCONIF.
MAPLE6"
MAPLE4"
ST
ONE
R/
W
GRASS
CONC. S/W
REBAR�"
A/C UNIT
BM-219
M.H.SIGNALELEC.
M.H.SIGNALELEC.
SMH-16472
SMH-19327
SMH-16534
SMH-19356
CB-19317
CB-193556" PVC
6" PVC
8" PVC
8" PVC
24"
RCP
10"
VTP
10"
VTP
10"
PVC
12"
CMP
12"
CMP
NYP1-5D
8" PE (PLACED PER REC. PLANS)12"
EXPENSE"AT OWNERSBE TOWEDCARS WILL
UNAUTHORIZED2 HR MAX
PARKING ONLY
"RETAIL CUSTOMER
8" CPP U.D.
CB-19339
"HULBERT"PIN & CAP REBAR
3/4"
CURVE A1-11
P.C. = 46+29.47
P.T. = 46+55.61
R = 1000.00’
L = 26.14’
= 1°29’51.67"q
A1 43+00 A1 44+00 A1 45+00 A1 46+00 A1 47+00A1 48+00
A1 42+75.80
PI
A1 46+29.4
7
PC
A1 46+55.6
1
PT
A1 46+42.5
4
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2063 P.233
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-30
L.2102 P.552
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-31
L.2102 P.552
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-32
L.2477 P.556
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-33
L.2477 P.556
(REPUTED OWNER)
NORTH STAR GROUP, LLC
TM# 159.15-1-34
L.2106 P.601
(REPUTED OWNER)
4733 VPE ASSOCIATES, LLC
TM# 159.15-1-35
L.2325 P.311
(REPUTED OWNER)
MERLE L. WHITEHEAD
TM# 159.15-1-36
L.2465 P.330
(REPUTED OWNER)
VESTAL PARK, LLC
TM# 159.15-2-22.1
HIGHWAY BOUNDARY MAP 16.5 (1939)
L.1899 P.1024
(REPUTED OWNER)
VESTAL PARK, LLC
159.15-2-37.13
TRN
2
TRN
Pv140
Mv48
FEE
Pv148
Mv49
TE
Pv151
Mv52
FEEPv152
Mv53
TE
Pv154
Mv55
TEPv160
Mv54
FEE
S.H. 1613, VESTAL - BINGHAMTON
STARBUCKSBRICK
1 STORY
AT&TBRICK
1 STORY
GNCBRICK
1 STORYSTARBUCKS
BRICK1 STORY
AT&TBRICK
1 STORY
GNCBRICK
1 STORY
DRAINAGE MANHOLE (TYP.)
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
RELOCATE DRAINAGE STRUCTURE
2’-0"
9568956
8
S
S
RFM
E
2’-0"
9561956
1
E
10’-0"
S
1’-9"
9567956
7
M
10’-0"
1’-6"
1’-9"
STONESTONE
S
CROSS WALK
OFFSET = 12.01’ LTSTA. A1 47+87.59RETAINING WALLBEGIN FILL TYPE
BIKE RAILING
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-6 ST
A.
A1 43+00
MAT
CH T
O
DW
G.
GNP-A1-8 ST
A.
A1 48+50
NYS RTE. 434 WESTBOUND
UNPAVED PATH SHOULDER
NYS RTE. 434 EASTBOUND
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-8
8
2’-0"
LIMIT OF CUT
CONCRETE BARRIER
BIKE RAILING
LIMIT OF CUT
CATCH BASIN (TYP)
10’-0"
2’-0"
1’-0"
CROSS WALK
UNPAVED TRAIL SHOULDER
EDGE OF TRAVELWAYEDGE OF PAVEMENT
EDGE OF PAVEMENT
13355
NYSEG500-3#NYT
1NYT8021
1AE
1386#L
-1#NYSEG
11386500NYTL
#NYSEG
VZ499119
#NYSEG
"45"R2-1
"CFG"
20009102434
BINGHAMTON""CITY OF
PARKING"
ALTERNATE STREET
TREE CITY USA
"CLUBHOUSE RD.
WATCH PROGRAM"
"COMMUNITYM5-2M1-8
WOODED
WOODED
CB-16167 CB-1617312" SICPP 8" SICPP
CB-16078
24"
SIC
PP
SICPP
15"RCP15"
24"
RCP
CB-16066UNPAVED SHOULDER
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SPAN WIRE
DRIVEASPHALT
PULLBOX
TRAFFIC SIG.
5/8" REBARG.W.’S
BIRCH12"
CONC. S/W
STUMP
10" ELM
9" MAPLE
PULLBOX
TRAFFIC SIG.
SIG. POLEPOLEPED.
CLEANOUT
PADSLIP
3" ELM
PULLBOX
TRAFFIC SIG.
MAPLE9"
MAPLE12"
G.W.CONC.
CURB
G.W.’S
ASPHALT CURB
L.P.
MAPLE12"
(TYP.)SHRUBSCONIF.
PLANTER
PLANTERPLANTER
PULLBOXTRAFFIC SIG.
PULLBOXTRAFFIC SIG.
NYS RTE 434 (VESTAL PKWY E.)
CLUB
HOUSE
RD.
CONC. CURBGRAN. MON.
3x3
TRI. CONC. POST
W.V.’S
W.V.
G.W.’SCAMERA
48" OAK
STONE R/W
ASPHALT PARKING LOT
PAVER R/W
3" BOLLARDS
NYS RTE 434 (VESTAL PKWY E.)
W.V.
12"
�NYT
501-5NYTL13850 �
NYSEG
120L1385501NYT
68
G.W.
G.W.
R7-8
CONIF. SHRUBS
3’ WOOD RAIL FENCE
BED"CANAL
"OLD
SHRUBSDECID.
USA""REALITY
ROCK
R/
W
3’ POST & RAIL FENCE CONC. S/WSTONE S/W
RAIL FENCE3’ POST &
CONC. CURB
ASPHALT PARKING
"TALBOTS"
F.H.
CONC. CURB POLESIGNAL
CONTROLTRAFFIC
BOX-BEAM G-RAILNYP1-5D
SHRUBDECID.
M.H.TRAFFIC SIGNAL
ELEC.
M.H.TRAFFICELEC.
R4-7
R4-7
R10-3b RPED.
BOXTELE.
WOODED
COUNCILAMERICAN KURDISH
PROGRAM"ADOPT-A-HIGHWAY"
R6-1R
CONC. CURB
CONC. CURB
ROCK
R/
W
ROCK R/W
ASPHALT PARKING
CHERRY4"
ASP
HALT
DRIV
E
PINE8"
(TYP.)
MAPLES10"
PINES10"
SLABCONC.
W.V.
M.B.
M.B.
M.H.
SIG
NAL
TR
AFFIC
ELE
C.
DRIVEASPHALT
MAPLE12"
MAPLE
12"
#12 � STORY
#1.52 � STORY
#3WOOD
2 STORY
#3.5WOOD
2 STORY
CONIF. TREE ROW
DRIVEASPHALT
CONC. CURB
M.H.TRAFFIC SIGNAL
ELEC.
M.H.TRAFFIC SIGNAL
ELEC.
CAMERA
M.H.SIGNALELEC.
S/WCONC.
SMH-16112 SMH-16064 SMH-15856
SACREMENT"BLESSED DE PAUL
"ST. VINCENT
8" VTP
6"
PVC
15" VTP
12"
VTP
15" VTP
837.23’INV. =
2000"9102"434
"NYP1-5D"502121
8" PE (PLACED PER REC. PLANS)
8" PE (PLACED PER REC. PLANS)
S10L1
S10R2
S10R1
S10R3
S10L3
S10L2STREAM 10
3/4" REBAR
MAPLE
12"
1-1
NYT�
NYSE
G
RE
BAR
3/4"
REBAR1/2"
PIN1/2"
A1 49+00A1 50+00
A1 51+00A1 52+00 A1 53+00
A1 51+71.5
4PC
A1 52+89.2
5
PT
A1 52+30.4
0PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.2325 P.311
(REPUTED OWNER)
MERLE L. WHITEHEAD
TM# 159.15-1-36
L.1031 P.501
(REPUTED OWNER)
INSURANCE COMPANY
COLUMBIA MUTUAL LIFE
TM# 159.15-2-23
L.1089 P.1190
(REPUTED OWNER)
INSURANCE COMPANY
COLUMBIA MUTUAL LIFE
TM# 159.15-2-24
(REPUTED OWNER)
PRESCOTT D. PERKINS
TM# 159.66-1-1
L.1089 P.1190
(REPUTED OWNER)
INSURANCE COMPANY
COLUMBIA MUTUAL LIFE
TM# 159.66-1-2L.2382 P.542
(REPUTED OWNERS)
CONSTANCE A. BEARD
RONALD H. BEARD
TM# 159.66-1-3
L.2317 P.425
(REPUTED OWNERS)
ATANAS TZENEV
ELENA A. IANKOVA
TM# 159.66-1-4
TO
WN OF VESTAL
CIT
Y OF BIN
GH
AMTON
APPROX.
TO
WN/CIT
Y LIN
E
APPROX.
TO
WN/CIT
Y LIN
E
TO
WN OF VESTAL
CIT
Y OF BIN
GH
AMTON
L.1854 P.176
(REPUTED OWNER)
LYNNE D. HANDZEL
TM# 159.66-1-17
L.2120 P.238
(REPUTED OWNER)
PORTIA J. JOHNSON
TM# 159.66-1-16
L.2469 P.451
(REPUTED OWNER)
PATRICK J. GAWEL
TM# 159.66-1-15
ROAD
BOUND
AR
Y
ROAD
BOUND
AR
Y
MAP 2 (1949)
MAP 16.5 (1939)
4
TRN
101
TRN
102
TRN
4
TRN
DEE
D
DIVISIO
N LI
NE
L.1089 P.1190
L.1031
P.501
LOT 282
LOT 281
HIGHWAY BOUNDARY (L.500 P.22)
Pv153
Mv54
FEE
Pv155
Mv55
TE
HIGHWAY BOUNDARY (L.500 P.22)
MAP 1 (1949)
P.E. FOR EXCAVATION
Pv53
Mv47
FEE
Pv54
Mv48
TE
Pv56
Mv50
Pv55
Mv49
FEE
136
TRN
Pv86
Mv75
FEE Pv87
Mv76
TE
L.1362 P.443
(REPUTED OWNER)
RONALD TIERNO
TM# 159.66-1-4
PORTION OF
MAP 3 (1949)
P.E. FOR EXCAVATION
MAP 4 (1949)
Pv160
Mv54
FEE
RETAINING WALLFILL TYPE
OFFSET = 12.01’ LTSTA. A1 50+94.79RETAINING WALLEND FILL TYPE
ROADWAY SHOULDER
OFFSET = 11.91’ LTSTA. A1 51+83.84BEGIN CURB
CURVE A1-12
S
2’-0"
5’-10"
CBP 956
N 7628
66.6239
E 9925
06.8208
ELEV 850.7
00’
CBP 956
N 7628
66.6239
E 9925
06.8208
ELEV 850.7
00’
E E
E
S
E
E
10’-0"
2’-0"
S
E
3\4RBR
UNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
CURVE A1-12
P.C. = 51+82.31
P.C.C. = 55+10.27
R = 2485.00’
L = 327.97’
= 7°33’42.44"q
ROADWAY SHOULDER
DRAINAGE PIPE (TYP)
MAT
CH T
O
DW
G.
GNP-A1-7 ST
A.
A1 48+50
MAT
CH T
O
DW
G.
GNP-A1-9 ST
A.
A1 53+50
NYS RTE. 434 WESTBOUND
VA 0+86.8
7
PC
PE
R
RE
C.
PLANS)
2"
SWP (P
LACE
D
NYS RTE. 434 EASTBOUND
GRID
NORTH
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1GNP A1-9
9
CATCH BASIN (TYP)
LIMIT OF CUT
CROSS WALK
102
TRN
RETAINING WALLFILL TYPE
LIMIT OF CUT
OFFSET = 16.83’ LTSTA. A1 57+34.51RETAINING WALLBEGIN FILL TYPE
OFFSET = 51.98’ LTSTA. A1 56+82.48BEGIN CURB
OFFSET = 6.07’ RTSTA. A1 56+03.59
END CONCRETE CURB
CURVE A1-12
OFFSET = 0.00’STA. A1 56+34.34BEGIN CONCRETE CURB
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
498118
#NYSEG
497
NYT
E117
NYSEG
#1385
496
NYT
116
1385
#NYSEG
#495
NYR2-4
LIMIT"
PARKING
"6 HR
"5"
R12-1M1-8
NY15-1
PARKING"
SIDE STREET
"ALTERNATE
NYR2-4
CB-15588
24"
RCP
CB-15484
6" VTP
UNPAVED SHOULDER
UNPAVED SHOULDER
UNPAVED SHOULDER
UNPAVED SHOULDER
SAGWIRE
SAGWIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
1/4" REBAR
DRIVE
ASPHALTDRIVE
ASPHALT
ASPHALT DRIVE
M.B.
M.B.
DRIVE
ASPHALT
DRIVE
CONC.
CONC. S/W
(MULTIBOLE)
36" MAPLE
METER
ELEC.PULLBOX
ELEC.
PULLBOX
TRAFFIC SIG.
CAB.
COMP.
CONC. S/W
18" MAPLE
PULLBOX
TRAFFIC SIG.
CONC.
CUR
B
PULLBOX
TRAFFIC SIG.
POLE
SIG.
GUTTE
R
CONC.
L.P.
PLANTERREBAR
5/8"
PAD
SLIPPAD
SLIP
W14-1
G.V.
GUTTE
R
CONC.
(TYP.)
CONIF. SHRUBS
CONC. S/W PED. POLE
G.W.’S
ASPHALT CURB
FENCE
6’ STOCKADE
CONC. S/W
CONC.
S/
W
CRAB APPLE
16" TWIN
W.V.HYD.20019102434RM
PIN
5/8"
SOUTH
BENT
REBAR
5/8"
ROW
SHRUBS
CONIF.
MBG.W.
G.V.
DRIV
EASP
HALT
CONC. S/W
SOUTHBENTREBAR5/8"
PULLBOX
TRAFFIC SIG.MB
NYS RTE 434 (VESTAL PKWY E.)
NOR
MAN
DY
CT.
67NYSEG
66NYSEG
65NYSEG
114-1
NYSEG
BOX-BEAM G-RAIL"2"
M1-8
WOODED
ASPHALT PAVED MEDIAN
"45"R2-1 BOX-BEAM G-RAIL
WOODED
WOODED
BRUSH
R4-7R5-1
R3-4
CONC. CURB
R4-7R3-4 CONC. CURB
ASPHALT MEDIAN
CONC. CURBM.H.
ELEC. SIGNAL
NYW7-13
"2"M1-8
R3-2
R3-2
DLN.
SIGNAL BOX
SMH-19810
SMH-15590
SMH-19812
SMH-15616
SIGNAL POLE
CONTROL
TRAFFIC
POST
36" RCP
36" RCP
15" VTP
8"
VTP
8" VTP
12"
"CITY OF BINGHAMTON
MIN. FINE $150"
"NO LITTERINGM6-2M1-8
STREET PARKING"
ALTERNATE SIDE
ITS SCHOOLS
TAKES PRIDE IN
"CITY IF BING
A1 54+00A1 55+00
A1 56+00
A1 57+00
A1 58+00
A1 59+00
A1 54+88.5
4
PI
A1 55+98.2
1PI
A1 56+33.8
5PI
A1 57+00.6
2PI
A1 57+37.85
PI
A1 57+99.5
0
PC
A1 58+60.2
0
PCC
.6
.4
2.0
10.02.0
10.6
12.0
12.1
12.0
12.0
12.0
7.7
2.0 10.0
1.0
1.0
3.2
VA 0+00
VA 1+00
VA 2+00
VA 0+00.0
0
POB
VA 1+41.3
2PI
VA 1+95.6
4
PT
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
L.1971 P.668
(REPUTED OWNERS)
ELIZABETH M. WATSON
ROBERT B. NEILL
TM# 159.67-1-2
L.2354 P.580
(REPUTED OWNER)
ROGER M. SHADY
TM# 159.67-1-3
L.1905 P.432
(REPUTED OWNERS)
MARJORIE A. MARTEN
PAMELA S. MARTEN
TM# 159.67-1-4
L.2381 P.15
(REPUTED OWNER)
ANH CONG DANG
TM# 159.67-1-5
L.2139 P.160
(REPUTED OWNERS)
STELLA MICHAELS
ALAN S. MICHAELS
TM# 159.67-1-6
HIGHWAY BOUNDARY
STREET B
OUND
AR
Y
STREET B
OUND
AR
Y
103
TRN
104
TRN
105
TRN
106
TRN
108
TRN
Pv56
Mv50
TE
Pv57
Mv51
FEE
Pv59
Mv52
TE
Pv58
Mv51
FEE
Pv60
Mv53
FEE
Pv61
Mv54
TE
Pv63
Mv56
TE
Pv62
Mv55
FEE
L.2433 P.54
(REPUTED OWNER)
THAD DEMULDER
TM# 159.67-1-1
TM# 159.66-1-5
TM#
159.67-1-1
TM#
159.66-1-5
Pv64
Mv57
TE
ROADWAY SHOULDER10’-3.5"
11’-0"
ROADWAY SHOULDER
12’-0"
2’-0"
S
12’-0"
S
2’-0"
1’-0"
10’-0" RFM
S
E
S
12’-0"
C
E E
3\4RBR
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
CURVE A1-15
CURVE A1-14
LIMIT OF RECONSTRUCTION
UNPAVED PATH SHOULDER
P.C. = 0+86.87
P.T. = 1+95.64
R = 926.00’
L = 108.77’
= 6°43’47.77"q
CURVE VA-1CURVE A1-12
P.C. = 51+82.31
P.C.C. = 55+10.27
R = 2485.00’
L = 327.97’
= 7°33’42.44"q
CURVE A1-13
P.C.C. = 55+10.27
P.T. = 55+26.33
R = 75.00’
L = 16.06’
= 12°16’06.15"q
CURVE A1-14
P.C. = 57+98.37
P.C.C. = 58+59.06
R = 3256.60’
L = 60.69’
= 8°44’53.83"q
CURVE A1-15
P.C.C. = 58+59.06
P.T. = 65+86.61
R = 4765.00’
L = 727.55’
= 8°44’53.83"q
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
CURVE A1-13
MAT
CH T
O
DW
G.
GNP-A1-8 ST
A.
A1 53+50
MAT
CH T
O
DW
G.
GNP-A1-10 ST
A.
A1 59+00
PER REC.
PLA
NS)
3"
SWP (P
LACE
D
GRID
NORTH
LIMIT OF FILL
LIMIT OF FILL
BIKE RAILING
LIMIT OF RECONSTRUCTION
RETAINING WALLFILL TYPE
CURVE A1-15
OFFSET = 13.51’ LTVESTAL AVE STA. 3+85.63END CONCRETE CURB
OFFSET = 12.08’ RTVESTAL AVE STA. 3+85.63END CONCRETE CURB
CONCRETE BARRIER
EDGE OF PAVEMENT
49414 �1385
#NYSEG493-1114A
#NYSEG
491
NYT112
1385
#NYSEG
490
NYT111
#NYSEG
112-1
#NYSEG
EDUCATIONAL KARATE"
HIDY OCHAIS
"ADOPT A HIGHWAY
VESTAL AVE"
"LENOX DR.
R1-1
CB-15093
10" RCP
CB-14905
15"
RCP
10" RCP
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAGWIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
SAG
WIRE
RIP RAP
CONC. CURB
(MULTIBOLE)
18" ELM
VALVE
UNK.VALVE
UNK.
CONC. S/W
G.V.
W.V.
HYD.
NORTH
BENT
REBAR
5/8"
BENT EAST
1/2" PIPE
W.V.
CONIF. SHRUB ROW
LOCUST
12"
CHERRY
3"
CHERRY
3"
STUMP
STUMP
SHRUBS
STONE R/W
MB CONC. CURB
CONC. CURB
DRIVE
ASPHALT
DRIV
E
ASP
HALT
DRIV
E
ASP
HALT
STUMP
MBMB
PIN
3/4"PIPE
3/4"
W.V.W.V.
DISHSAT.
PIPE1/2"
MB
DRIV
EASP
HALT
DRIV
EASP
HALT
DRIVECONC.
DRIV
EASP
HALT
W.V.
MB
MBMB
PLANTER
PLANTERS
CONC. CURB
PIN5/8"
PIN1"x1"
CONC. S/W
(TYP.)SHRUBSDECID.
PIN3/4"
DRIV
EASP
HALT
BLOCK
R/
W
W.V.
G.W.SPIN1"x1"
(TYP.)
SHRUBS
CONIF.
CONC. CURBM.B.
HYD.1/4" REBAR
DRIVEASPHALT
ASPHALT DRIVE
LENNOX
DR.
VESTAL AVE.
VESTAL AVE.
VESTAL AVE.
64NYSEG
63NYSEG 62
NYSEG
114-1NYSEG
493
114-2NYSEG
114-3NYSEG
113/NYT/492
NYSEG/1385/
114-4NYSEG
G.W.
BOX-BEAM G-RAIL
20029102434
DLN.ULP
CONC. CURB
CONC. CURB
ASPHALT MEDIAN W-BEAM G-RAILDLN.
DLN.
R3-2
NYR2-7
G.W.
DLN. 20029102434
WOODED
DITCH
4’ CHAIN LINK FENCE
WOODED
DLN.
BOX-BEAM G-RAIL
M.H.SIGNALELEC.
SMH-19812
SMH-19816
SMH-15112
SMH-15088
36" RCP
36" RCP
8" VTP
8" VTP
36" RCP
18"
VTP
15" VTP
8"
VTP
10" VTP
WEST""434
NYM 3-2
EAST""434
NYM 3-2
18"
VTP
SMH-21693
A1 59+00
A1 60+00A1 61+00 A1 62+00 A1 63+00
A1 64+00
A1 61+82.0
9PI
VA 3+00VA 3+86
VA 3+85.6
3
POE
L.2139 P.160
(REPUTED OWNERS)
STELLA MICHAELS
ALAN S. MICHAELS
TM# 159.67-1-6
L.1999 P.43
(REPUTED OWNER)
NICHOLAS A. MARCELLO
TM# 159.67-1-7
L.2427 P.534
(REPUTED OWNER)
MO ZHANG
TM# 159.67-1-8
L.2415 P.591
(REPUTED OWNER)
LINDA M. CLARKE
TM# 159.67-1-9
L.2227 P.381
(REPUTED OWNER)
MARY ANN RUDY
TM# 159.67-1-10
L.1984 P.363
(REPUTED OWNER)
DEBORAH L. WALKER
TM# 159.67-1-11
(REPUTED OWNERS)
PHYLLIS I. MILLER
ALVIN C. MILLER
TM# 159.67-1-12
L.2298 P.603
(REPUTED OWNER)
ROBERT SALAMIDA
TM# 159.67-1-13
L.2226 P.487
(REPUTED OWNER)
MILDRED E. DES BIENS
TM# 159.67-1-23
HIGHWAY BOUNDARY
APPR
OX.
STREET B
OUND
AR
Y
APPROX. STREET BOUNDARY
NYS RTE. 434 WESTBOUND
S.H. C49-8, BINGHAMTON CITY: VESTAL AVE BYPASS
NYS RTE. 434 EASTBOUND
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
10
GNP A1-10
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
12’-0"
12’-0"
LIMIT OF CUT
S
2’-0"
8’-0"
RFM
RF
M
S
S
E
2’-0"
12’-0"
S
2’-0"
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
CONCRETE CURB
UNPAVED PATH SHOULDER
CURVE A1-15
P.C.C. = 58+59.06
P.T. = 65+86.61
R = 4765.00’
L = 727.55’
= 8°44’53.83"q
CURVE VESTAL AVE-1
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-9 ST
A.
A1 59+00
MAT
CH T
O
DW
G.
GNP-A1-11 ST
A.
A1 64+50
CURVE A1-15
GRID
NORTH
CONCRETE BARRIERCATCH BASIN
LIMIT OF FILL
BIKE RAILING
114
TRN
STRUCTURE WITH MANHOLEREPLACE EXISTING DRAINAGE
RETAINING WALLFILL TYPE
OFFSET = 4.50’ RTSTA. A1 67+46.69
RETAINING WALLBEGIN CUT TYPE
OFFSET = 4.50’ RTSTA. A1 67+56.94
RETAINING WALLEND CUT TYPE
OFFSET = 4.50’ RTSTA. A1 68+96.44RETAINING WALLBEGIN CUT TYPE
DRAINAGE INLET
DRAINAGE INLET
EDGE OF PAVEMENT
5’ CHAIN LINK FENCE
5’ CHAIN LINK FENCE
5’ CHAIN
LINK FENCE
4’ CHAIN
LINK FENCE
4’ CHAIN LINK FENCE
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
EDGE OF PAVEMENT
10E489
#NYT
EDUCATIONAL KARATE"HIDY OCHAIS
"ADOPT A HIGHWAY
VESTAL AVE"
"LENOX DR.
R1-1
"55"NYR2-2
15"
RCP
14798
DMH-
CB-14894
15"
RCP
WOODED
WOODED
CB-14799
UN
K.
CB-14684
48"
RCP
48"
RCP
24" SICPPSICPP
24"
838.15’INV. =
838.36’INV. =
PADCONC.
UNPAVED SHOULDER UNPAVED SHOULDER
SAG
WIRE
SAG
WIRE
DITCHDITCH
DITCH
RIP RAP
CONC. CURB
CONC. CURB
RIP RAP
PIPE ENDSTEEL
PIPE ENDSTEEL
ELM
18" TWIN
(MULTIBOLE)
18" ELMMB
PB
CONC. CURB
CONC. S/W
ASPHALT DRIVE
NYS RTE 434 (VESTAL PKWY E.)
VESTAL AVE.
L.P.
WOODED
DLN.
SHRUBDECID.
20039102434
WOODEDMAPLE
12"MAPLE
12"
DLN.
MAPLE18" MAPLE
12" ASH8" MAPLE
8"
ASH12"
W-BEAM G-RAIL
DLN. DLN.
DLN.DLN.20039102434
WOODED
20049102434
DLN.
SMH-19815
36" RCP 36" RCP 36" RCP
828.62’INV. =
8" PE (PLACED PER REC. PLANS) SMH-21695
SMH-21694
15" VTP
15" VTP
IRONANGLE
MON.4" CONC.
PIN & CAP
A1 65+00 A1 66+00 A1 67+00 A1 68+00 A1 69+00 A1 70+00
A1 65+87.7
5
PT
L.2226 P.487
(REPUTED OWNER)
MILDRED E. DES BIENS
TM# 159.67-1-23
L.1884 P.442
(REPUTED OWNERS)
LAN D. TRAN
EM Q. NGUYEN
TM# 159.67-1-24
L.1892 P.883(REPUTED OWNER)
RICHARD A. BARBERTM# 159.67-1-26
L.2005 P.663
(REPUTED OWNER)
THOMAS A. CORINO
TM# 159.75-1-9
(REPUTED OWNERS)JOSEPH J. CHAPMANFRANCES CHAPMAN
TM# 159.75-1-10
L.1892 P.883(REPUTED OWNER)
RICHARD A. BARBERTM# 159.75-1-11
L.2344 P.29(REPUTED OWNERS)KELLY A. WERNERDAVID F. WERNER
TM# 159.75-1-12
L.2353 P.176(REPUTED OWNER)JAMES S. WALLEYTM# 159.75-1-29
L.1098 P.157(REPUTED OWNERS)THERESA R. CLUTZ
DAVID A. CLUTZTM# 159.75-1-13
HIGHWAY BOUNDARY
MAP 2 (194
9)
MAP 2 (1949)MAP 5 (1949)
MAP 6 (1949)
112
TRN
113
TRN
114
TRN
109
TRN
L.544 P.323(REPUTED OWNERS)
ANTHONY BARBER CRROSE CORBISELLOTM# 159.67-1-25
STREET BOUNDARY
STREET BOUNDARY
L.2463 P.62(REPUTED OWNER)NANCY E. NICKLAW
TM# 159.75-1-28TM# 159.67-1-27
TM#
159.75-1-2
8
TM#
159.67-1-2
7
Pv65
Mv58
FEEWOAPv66
Mv59
FEEWOA
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
11
GNP A1-11DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
RFM
RFM
RFM
2’-0"
8’-0"
S
12’-0"
2’-0"
2’-0"
S
S
ROADWAY SHOULDERUNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
CURVE A1-15
P.C.C. = 58+59.06
P.T. = 65+86.61
R = 4765.00’
L = 727.55’
= 8°44’53.83"q
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-12 ST
A.
A1 70+00
MAT
CH T
O
DW
G.
GNP-A1-10 ST
A.
A1 64+50
GRID
NORTH
DRAINAGE PIPE (TYP)BIKE RAILING
CATCH BASIN (TYP)
OFFSET = 4.50’ RTSTA. A1 75+26.94
RETAINING WALLEND CUT TYPE
OFFSET = 4.50’ RTSTA. A1 71+36.93
RETAINING WALLEND CUT TYPE
4’ CHAIN LINK FENCE
WOODED5’ CHAIN LINK FENCE
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
CB-14500CB-14395
24"
CMP
UNPAVED SHOULDER
DITCHDITCH
STEEL
GUTTE
R
UNDER DRAINS(5) 6" PVC
CONC. JERSEY BARRIER
CLEANOUT 3’ CHAIN LINK FENCE
5’ CHAIN LINK FENCE
WOODED
GUTTE
R
RE
MN
ANTS
MON.CONC.3x3204
9102434RM
NYS RTE 434 (VESTAL PKWY E.)
SYCAMORE20"
SYCAMORE20"
ASH12"
MAPLE20" MAPLE
12"
MAPLE12"
DLN. DLN. DLN.
DLN.DLN.DLN.
DLN.
BOX-BEAM G-RAIL
W-BEAM G-RAIL
DLN.
30"
SIC
PP
DLN.
834.30’INV. =
30"
SIC
PP
SMH-1956236" RCP 36" RCP
WOODED WOODED
24"
RCP
833.24’INV. =
36" RCP
S2L103S2L103
S2R102S2L102
S2R101
S2R100
S2L100
S2L101
S2L1 S2R1
S2L200S2R200
S2R201S2L201
S3L201S3R201
S3L200 S3R200
S3L100 S3R100
S3L100
S3L100
S3L100
S3R100
S3R100
S3R100
S3L2
S3L1S3R2
S3R1
STRE
AM 2
STREAM 2
STREAM 3
STREAM 3
IRONANGLE
A1 70+00 A1 71+00 A1 72+00 A1 73+00 A1 74+00 A1 75+00
L.2171 P.82(REPUTED OWNERS)THERESA GASIORJOSEPH GASIORTM# 159.75-1-14
L.2468 P.116(REPUTED OWNER)LAURETTE CARNS
TM# 159.75-1-31L.1896 P.1297
(REPUTED OWNER)RENATA O. ELLISTM# 159.75-1-32
L.2021 P.125(REPUTED OWNER)
ELKE T. FROLOW-SABINTM# 159.75-1-33
L.2303 P.144(REPUTED OWNERS)
DINA LAYISHJON LAYISH
TM# 159.76-1-1
L.1853 P.744(REPUTED OWNER)TAMMY L. TERBOSS
TM# 159.76-1-2
L.2106 P.43(REPUTED OWNER)PATRICK BAILEYTM# 159.76-1-3
L.1967 P.588(REPUTED OWNERS)DIANE M. LOVELLHENRY M. LOVELL
TM# 159.76-1-4
L.2412 P.420(REPUTED OWNER)JOANNE L. BERNACH
TM# 159.76-1-5
HIG
HW
AY
BOUND
AR
Y
HIG
HW
AY
BOUND
AR
Y
HIGHWAY BOUNDARY
MAP 6 (1949)MAP 7 (1949)
MAP 2 (1949)
MAP 2 (1949)
MAP 2 (1949)
MAP 2 (1949)
MAP 2 (1949)
115
TRN
L.2510 P.99(REPUTED OWNER)REBECCA BROWNTM# 159.75-1-30
STREET BOUNDARY
STREET BOUNDARY
STREET BOUNDARY
STREET B
OUND
AR
Y
STREET B
OUND
AR
YPv67
Mv60
FEEWOA
Pv68
Mv61
FEEWOA
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
LARCH
MONT
ROAD
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
12
GNP A1-12DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
S2L2
01
S2L2
01S2
R201
S3R2
01
S3L2
01
S2R2
00S2
L200
S3R2
00
S3L2
00
S3L10
0S3
R100
S2R100
S2L10
0
RFM
2’-0"
S3R101
S3R101
S2R101
8’-0"
S3L10
1
S2L10
1
S3L10
1
S
S3R102
S3R102
S3L10
2
S3L10
2
S2L10
2
S2R102
S3L10
3
S3L10
3
S3R103
S3R103
S2R103
S2L10
3
2’-0"
2’-0"
12’-0"
S2L1
S2R1
S3R2
S3L2
S3R1
S3L1
UNPAVED PATH SHOULDER
RELOCATE DRAINAGE STRUCTURE
ROADWAY SHOULDER UNPAVED PATH SHOULDERCONCRETE BARRIER
RETAINING WALLFILL TYPE
OFFSET = 4.50’ RTSTA. A1 71+86.44RETAINING WALLBEGIN CUT TYPE
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-11 ST
A.
A1 70+00
MAT
CH T
O
DW
G.
GNP-A1-13 ST
A.
A1 75+50
2’-0"
BIKE RAILING
BIKE RAILING
RETAINING WALLFILL TYPE
CURVE A1-16OFFSET = 4.50’ RTSTA. A1 78+86.69RETAINING WALLEND CUT TYPE
OFFSET = 4.50’ RTSTA. A1 75+56.69RETAINING WALLBEGIN CUT TYPE
RETAINING WALLCUT TYPE
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
UNPAVED SHOULDER
DITCH
2069102434RM
2059102434RM
STEEL R/WSTEEL R/W
UNDER DRAINS(5) 6" PVC
CONC. JERSEY BARRIER
NYS RTE 434 (VESTAL PKWY E.)
DLN. DLN.
DLN. DLN. DLN.
DLN.
DLN.
BOX-BEAM G-RAIL
W-BEAM G-RAILSMH-19818
WOODEDWOODED
WOODED
36" RCP 36" RCP
S3R201
S3R100
S3R100
STREAM 3
CURVE A1-16
P.C. = 79+26.74
P.T. = 93+73.45
R = 3285.00’
L = 1446.71’
= 25°13’58.60"q
A1 76+00 A1 77+00 A1 78+00 A1 79+00 A1 80+00A1 81+00
A1 79+27.8
8
PC
L.1852 P.230(REPUTED OWNERS)ANNA C. GIUSTINIANIFRANK A. GIUSTINIANI
TM# 159.76-1-6
L.2441 P.670(REPUTED OWNER)JOSEPH L. STIRPE
TM# 159.76-1-10
L.1810 P.1118(REPUTED OWNERS)
MARGARET R. MYERSMICHAEL T. MYERS
TM# 159.76-1-11
L.1912 P.284(REPUTED OWNER)jJEAN A. SMITHTM# 159.76-1-12
L.2433 P.423(REPUTED OWNER)JAY R. HARBACHUK
TM# 159.76-1-14
L.1310 P.694(REPUTED OWNER)
MARGARET A. THOMPSONWESLEY A. THOMPSON
TM# 159.76-1-15
L.2417 P.64(REPUTED OWNER)THAD DEMULDERTM# 159.76-1-16
L.2224 P.629(REPUTED OWNERS)SHELLY C. ALLENBRIAN J. ALLENTM# 159.76-1-13
STREET BOUNDARY
STREET
BOUND
AR
Y
STREET
BOUND
AR
Y
KE
NIL
WORT
H
ROAD
S.H. C49-8, BINGHAMTON CITY: VESTAL AVE BYPASS
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
13
GNP A1-13DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
8’-0"
GRID
NORTH
RFM
S
RFM
2’-0"
2’-0"
12’-0"
UNPAVED PATH SHOULDER
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
CONCRETE BARRIER
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-12 ST
A.
A1 75+50
MAT
CH T
O
DW
G.
GNP-A1-14 ST
A.
A1 81+00
GRID
NORTH
BIKE RAILING
CATCH BASIN (TYP)
CONCRETE BARRIER
RETAINING WALLFILL TYPE
CURVE A1-16
OFFSET = 4.50’ RTSTA. A1 83+86.69RETAINING WALLBEGIN CUT TYPE
ASPHALT MULTI USE PATHSTRUCTURE WITH MANHOLEREPLACE EXISTING DRAINAGE
CATCH BASIN (TYP)BIKE RAILING
LIMIT OF FILL
EDGE OF PAVEMENTCB-13947
24"
RCP
CB-13902
24"
RCP
18"
VTP
UNPAVED SHOULDER
UNPAVED SHOULDERDITCH
DITCHDITCH
DITCH
2079102434RM
12"
RCP
6"
CIP
STEEL
GUTTE
R
STEEL
GUTTER
CONC. PAD
CONC. JERSEY BARRIER
INV. = 862.32’INV. = 877.23’
DLN. DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
2009102434RM
833.59’
INV.
832.34’INV.
SMH-13834
WOODED
S4L201 S4R201
S4R200S4L200
S4L100
S4L101
S4L102
L103S4-
L104S4-
S4L2
S4L1
S4R1
S4R2
S4R104
S4R103
S4R102
S4R101
S4R100
STREAM 4
STREAM 4
A1 81+00
A1 82+00A1 83+00 A1 84+00
A1 85+00
A1 86+00
L.2417 P.64
(REPUTED OWNER)
THAD DEMULDER
TM# 159.76-1-16
L.2487 P.400
(REPUTED OWNER)
KRISTY L. DOYLE
TM# 159.76-1-17
L.2312 P.455
(REPUTED OWNER)
GEOFFREY D. MINNICH
TM# 159.76-1-18
L.1715 P.203
(REPUTED OWNER)
MARYANNE DONNELLY
TM# 159.76-1-27
STREET BOUNDARY
STREET
BOUND
AR
Y
STREET
BOUND
AR
Y
STREET BOUNDARY
JUTLA
ND
ROAD
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
14
GNP A1-14DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
S4-L10
0S4-R1
00
S4-L10
1
S4-R1
01
RF
M
RFM
2’-0"
8’-0"
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
S4-L10
4
12’-0"
2’-0"
2’-0"
S4-R2
S
UNPAVED PATH SHOULDER
CURVE A1-16
P.C. = 79+26.74
P.T. = 93+73.45
R = 3285.00’
L = 1446.71’
= 25°13’58.60"q
UNPAVED PATH SHOULDER
ROADWAY SHOULDER
MAT
CH T
O
DW
G.
GNP-A1-13 ST
A.
A1 81+00
MAT
CH T
O
DW
G.
GNP-A1-15 ST
A.
A1 86+00
IVANH
OE
ROAD
GRID
NORTH
BIKE RAILINGCONCRETE BARRIERCATCH BASIN (TYP)
LIMIT OF CUT
LIMIT OF FILL
LIMIT OF FILL
LIMIT OF CUT
CURVE A1-16
OFFSET = 4.50’ RTSTA. A1 86+06.69RETAINING WALLEND CUT TYPE
OFFSET = 4.50’ RTSTA. A1 86+36.69RETAINING WALLBEGIN CUT TYPE
CURVE C-1
ROADWAY SHOULDER
ASPHALT MULTI USE PATH
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
RETAINING WALL
RETAINING WALLFILL TYPE
OFFSET = 4.50’ RTSTA. A1 89+96.69
RETAINING WALLEND CUT TYPE
OFFSET = 13.48’ LTCONNECTOR STA. 0+50.71
BEGIN RETAINING WALL
8’-0"
CROSS WALK
WOODED
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
CB-13794
24"
RCP
WOODED
UNPAVED SHOULDER
UNPAVED SHOULDER
DITCH
DITCH
2089102434RMSTEEL R/WSTEEL R/W
CONC. JERSEY BARRIER CONC. JERSEY BARRIER
NYS RTE 434 (VESTAL PKWY E.)
3’ BOX WIRE FENCE
3’ BOX WIRE FENCE
3’ BOX WIRE FENCE
3’ BOX WIRE FENCE
DLN.
DLN.
DLN.
DLN.WOODED
BOX-BEAM G-RAIL
W-BEAM G-RAILDLN.
DLN.
DLN.DLN.
DLN.
DLN.
2009102434RM
SMH-19819
36" VTP
36" VTP
12"
VTP
S9R200
INV.= 836.26’
S9L200
STREAM 9
ST5-L4
470
NYT91
1385
NYSEG
L1385
NYSEG
469
NYT
90
468
89
1385
NYSEG
PUS
H P
OLE
SMH-24398
SMH-24397
SMH-24299
12"
VTP
12"
VTP
12" PVC
24" RCP
18" VTP24" VTP
866.39’
INV.=
H/W
CONC.
DITCH
8" PE (PLACED PER REC. PLANS)
8" PE (PLACED PER REC. PLANS)
DMH-24300
12"
VTP
MON.4" CONC.
MON.4" CONC.
MON.4" CONC.
IRON
ANGLE
CURVE A1-16
P.C. = 79+26.74
P.T. = 93+73.45
R = 3285.00’
L = 1446.71’
= 25°13’58.60"q
CURVE C-1
P.C. = 0+47.25
P.T. = 1+40.07
R = 80.00’
L = 92.81’
= 66°28’21.11"q
A1 86+00A1 87+00 A1 88+00
A1 89+00
A1 90+00
A1 91+00
A1 86+63.1
5
PI
VA 0+00
VA 1
+00
VA 2+00
VA 0+00.00
POB
VA 0+47.25
PC
VA 1+40.0
7PT
VA 0+
99.68
PI
EQNAHDVA 0+00.00
EQNBK00+-0.00
L.1854 P.346
(REPUTED OWNER)
MICHAEL B. KACHMARIK
TM# 159.84-1-17
L.2226 P.157
(REPUTED OWNERS)
TRUST AGREEMENT
MORSCH FAMILY IRREVOCABLE
AS TRUSTEES OF THE
TIMOTHY M. MORSCH
KATHERINE T. FREAR
TM# 159.84-1-18
L.2277 P.196
(REPUTED OWNERS)
GEORGE S. KACHMARIK, JR.
MICHAEL BENNETT KACHMARIK
TM# 159.84-1-19
L.1257 P.434
(REPUTED OWNERS)
KATHRYN M. MEEHAN
JOHN F. MEEHAN
TM# 159.84-1-20
L.1712 P.346
(REPUTED OWNERS)
ANITA M. TINO
BENNIE A. TINO
TM# 160.77-1-1
HIG
HW
AY B
OUND
AR
Y
HIGHWAY BOUNDARY
MAP 2 (1949)
MAP 2 (1949)
MAP 8 (1949)
120
TRN
135TRN
STREET BOUNDARY
STREET BOUNDARY
STREET BOUNDARY
L.1467 P.117
(REPUTED OWNER)
CITY OF BINGHAMTON
TM# 160.77-1-31Pv69
Mv62
FEE
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
15
GNP A1-15DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
RFM
RF
M
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
S
S
S
S
MAT
CH T
O
DW
G.
GNP-A1-14 ST
A.
A1 86+00
MAT
CH T
O
DW
G.
GNP-A1-16 ST
A.
A1 91+50
GRID
NORTH
LIMIT OF FILL
CATCH BASIN (TYP) CONCRETE BARRIER
RETAINING WALLFILL TYPE
CURVE C-2
UNPAVED PATH SHOULDER
EDGE OF PAVEMENT
EDGE OF PAVEMENT
30"
CMP
INV. = 836.03’
FENCE REMNANTS
WOODED
WOODEDWOODED
UNPAVED SHOULDER
UNPAVED SHOULDER
DITCHDITCH
DITCH
DITCH
DIT
CH
TRAIL
TRAIL
TRAIL
REBAR1/2"
NYS RTE 434 (VESTAL PKWY E.)
3’ BOX WIRE FENCE
MON.CONC.4"x4"
DLN. DLN.
WOODED
DLN. DLN.
DLN.
DLN.
BOX-BEAM G-RAIL
W-BEAM G-RAIL
WOODED
DLN. DLN.
DLN.
SMH-19820
INV. = 832.75’
36" VTP
36" VTP 36" VTP
S5L201
S5L200
S5R201
S5R200
S5R100
S5R101
S5R102
S5R103
S5R104
S5R105
WA10
WA9WA8
WA2WA1
STREAM 5
STREAM 5
S5L105
S5L104
S5L103
S5L102
S5L101
S5L100
ST5-R9
ST5-R10
ST5-R8
ST5-R7
ST5-R6
ST5-R5
ST5-R4
ST5-L9
ST5-L8
ST5-L7
ST5-L6
ST5-L5
ST5-L10
A1 92+00A1 93+00 A1 94+00
A1 95+00A1 96+00
A1 93+74.5
9
PT
VA 3+00
VA 4+00
VA 5+00
VA 6+00
VA 7+
00
VA 3+71.2
2PC VA 3+77.2
9PT
VA 6+29.1
4
PC
VA 6+71.13
PT
VA 6+90.97
PC
VA 7+35.8
8PT
VA 3+74.2
6
PI
VA 6+50.7
0PI
VA 7+14.1
2PI
HIGHWAY BOUNDARY
MAP 8 (1949)
121
TRN
STREET BOUNDARY
Pv70
Mv63
FEE
Pv71
Mv64
TE
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
16
GNP A1-16DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
SL100
2’-0"
SL101
SL102
WA9
WA8
SL103
WA11
WA12
WA1
SL104
CHK5004
8’-0"
SR105SR105
SL105
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
CURVE A1-16
S
2’-0"
12’-0"
3’-4"
LIMIT OF FILL
CURVE C-3
CURVE C-4
RETAINING WALL
2’-0"
12’-0"
3’-6"
LIMIT OF FILL
LIMIT OF CUT
LIMIT OF CUT
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
OFFSET = 5.72’ RTSTA. A1 95+48.02
RETAINING WALLBEGIN CUT TYPE
DRAINAGE PIPE (TYP)
ROADWAY SHOULDER
UNPAVED PATH SHOULDERBIKE RAILING
CURVE A1-16
P.C. = 79+26.74
P.T. = 93+73.45
R = 3285.00’
L = 1446.71’
= 25°13’58.60"q
CURVE C-2
P.C. = 3+71.22
P.T. = 3+77.29
R = 75.00’
L = 6.07’
= 4°38’17.51"q
CURVE C-3
P.C. = 6+29.14
P.T. = 6+71.13
R = 75.00’
L = 41.99’
= 32°04’42.88"q
CURVE C-4
P.C. = 6+90.97
P.T. = 7+35.88
R = 75.00’
L = 44.92’
= 34°18’48.77"q
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-17 ST
A.
A1 96+50
MAT
CH T
O
DW
G.
GNP-A1-15 ST
A.
A1 91+50
GRID
NORTH
CATCH BASIN (TYP)BIKE RAILING
CONCRETE BARRIER
RETAINING WALLFILL TYPE
OFFSET = 13.60’ LTSTA. A1 100+48.19RETAINING WALLEND FILL TYPE
OFFSET = 8.50’ RTSTA. A1 98+31.89RETAINING WALLEND CUT TYPE
EDGE OF TRAVELWAY
EDGE OF PAVEMENT
WOODED
FENCE REMNANTS
CB-13015
24"
RCP
WOODED
UNPAVED SHOULDER
DITCHDITCHDITCH
DITCHDITCH 200
9102434RM
PADCONC.
VALVEUNK.
NYS RTE 434 (VESTAL PKWY E.)
3’ BOX WIRE FENCE4’ BOX WIRE FENCE
MON.CONC.4"x4"
MON.CONC.4"x4"
DLN.
DLN. DLN.DLN.
DLN. DLN.
WOODED
DLN. DLN. DLN.
SMH-19837
36" VTP 36" VTP
WA7 WA6
WA5
WA4
WA3WA2
WETLAND "A" A1 97+00 A1 98+00 A1 99+00 A1 100+00 A1 101+00 A1 102+00
VA 8+00 VA 9+00 VA 10+00 VA 10+43VA 10+43
VA 7+35.8
8
PT
VA 10+42.8
1
POE
L.1983 P.88
(REPUTED OWNER)
MONICA L. CHIAO
TM# 160.77-1-5
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
MAP 8 (1949)MAP 8 (1949)
MAP 9 (1949)
MAP 10 (1949)
122
TRN
Pv73
Mv66
TE
Pv72
Mv65
FEE
L. 2595 P. 481(REPUTED OWNER)
MORTGAGE ASSOCIATIONFEDERAL NATIONAL
TM# 160.77-1-4
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
17
GNP A1-17
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
WA5
WA3
RFM
WA6
WA4
WA7
WA2
8’-0"
2’-0"
10’-0"
4’-0"
S
2’-0"
2’-0"
2’-0"
12’-0"
UNPAVED PATH SHOULDER
DRAINAGE PIPE (TYP) UNPAVED PATH SHOULDER
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
CURVE C-4
CURVE C-4
P.C. = 14+45.91
P.T. = 14+90.83
R = 75.00’
L = 44.92’
= 34°18’48.77"q
MAT
CH T
O
DW
G.
GNP-A1-16 ST
A.
A1 96+50
MAT
CH T
O
DW
G.
GNP-A1-18 ST
A.
A1 102+00
GENERAL PLANS
ALTERNATE 1
18
GNP A1-18
LIMIT OF FILL
CONCRETE BARRIER
RETAINING WALL
BIKE RAILING
BOX BEAM GUIDE RAIL
0 40
SCALE IN FEET
80
GRID
NORTH
ROADWAY SHOULDER
EXTEND EXISTING CULVERT
HEADWALL
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
ASPHALT MULTI USE PATH
CATCH BASIN (TYP)
127
TRN
MAT
CH T
O
DW
G.
GNP-A1-17 ST
A.
A1 102+00
MAT
CH T
O
DW
G.
GNP-A1-19 ST
A.
A1 107+50
EDGE OF TRAVELWAY
EDGE OF TRAVELWAY
BOX BEAM G-RAIL
EDGE OF PAVEMENT
G1-2
BOX BEAM G-RAIL
UNPAVED SHOULDER
WOODED
WOODED
PADCONC.
H/WCONC.
RAPRIP
DITCH DITCHDITCH2019102434RM
DITCH
DITCH
6’ CHAIN LINK FENCE
REBAR5/8"
ASPHALT DRIVE
GRAVEL DRIVE
UNPAVED SHOULDERUNPAVED SHOULDER
4’ BOX WIRE FENCE
4’ BOX WIRE FENCE
MON.CONC.4"x4"
MON.CONC.4"x4"
BVC EL= 839.23’
BVC EL= 839.81’
DLN.
DLN.
WOODED
DLN. DLN.
DLN. DLN.
BOX-BEAM G-RAIL
W-BEAM G-RAIL
DLN.DLN.
DLN. DLN.
2019102434RM
SMH-19836 SMH-19835 CB-1962936" VTP 36" VTP 36" VTP 36" VTP
12"
VTP
WB04WB03
WB02WB01
WB13
WB12
WB11
WB10
WB09
WB08WB07WB06WB05
S6L103
S6R103
S6R100
S6L100
S6L101
S6L102WETLAND "B"
STRE
AM 6
STREAM 6
S6R202
S6R203
S6L202
S6L201
S6L200
ST6-R9
DT6-R8
ST6-R7
ST6-R6
ST6-R5
ST6-L9
ST6-L7
ST6-L6
ST6-L11
ST6-L10
A1 102+00 A1 103+00 A1 104+00 A1 105+00 A1 106+00 A1 107+00
L.2021 P.580
(REPUTED OWNERS)
CAROL NAGORNY
ROBERT J. NAGORNY
TM# 160.77-1-7
(REPUTED OWNERS)
ELSIE L. COLELLA
PHILIP J. COLELLA
TM# 160.77-1-6
L.1538 P.164
(REPUTED OWNERS)
JANE W. MANDAK
RONALD A. MANDAK
TM# 160.78-1-1
HIGHWAY BOUNDARY
MAP 11 (1949)
MAP 12 (1949)
MAP 13 (1949)
L.502 P.133L.537 P.89
L.427 P.92 & 94(REPUTED OWNER)
CITY OF BINGHAMTONTM# 160.78-1-2
S6-R203
S6-L202
S6-L201
S6-L200
S6L100
WB10
S6L101
WB09
WB08
WB07
WB11
WB13
WB12
WB04
WB06
WB03
WB05
WB02
WB01 S6L102
RF
M
RFM
NYS RTE. 434 WESTBOUND
NYS RTE. 434 EASTBOUND
S
7’-1.5"
S
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
UNPAVED PATH SHOULDER
GRID
NORTH
LIMIT OF CUT
BIKE RAILING
LIMIT OF FILL
LIMIT OF CUT
CURVE A1-18
LIMIT OF CUT
CURVE A1-19
EDGE OF PAVEMENT
EDGE OF PAVEMENT
NYS RTE 434 (VESTAL PKWY E.)
6’ CHAIN LINK FENCE
MARSH
18"
RCP
INV. = 839.40’
MARSH
BOX BEAM G-RAIL
BOX BEAM G-RAIL
UNPAVED SHOULDER
UNPAVED SHOULDER
WOODED
WOODED
H/W
CONC.
201
9102434RM
RAPRIP
W/W
CONC.
INV.= 835.98’
INV.= 834.49’
BVC EL= 839.23’
BVC EL= 839.78’
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.DLN.
W-BEAM G-RAIL
CB-19631
CB-19661
SMH-19659
18" CMP18" CMP
SLOTTED DRAIN
SLOTTED DRAIN
S6R103
S6R102
S6R101
S6R100
WETLAND "C"
WC3
WC2
WC1
WC11 WC10
WC9
S1 R13
S1 R12
S1 R11
S1 R10
S1 R9
S1 R8
S1 R7S1 L7
S1 L8
S1 L9
S1 L10
S1 L11
S1 L12
S1 L13
W113
WC100
WC114
WC112WC111
WC110
WC109
WC108
WC107
WC106
WC105
WC104
WC103
WC102
WC101
CURVE A1-17
P.C. = 107+59.47
P.T. = 108+36.25
R = 100.00’
L = 76.78’
= 43°59’28.27"q
CURVE A1-18
P.C. = 110+63.69
P.T. = 111+56.71
R = 75.00’
L = 93.02’
= 71°03’43.35"q
CURVE A1-19
P.C. = 113+78.28
P.T. = 113+78.39
R = 75.00’
L = 0.11’
= 0°05’07.16"q
A1 108+00
A1 109+00
A1 110+00
A1 111+00
A1 1
12+0
0
A1 1
13+0
0
A1 1
14+0
0
A1 107+60.6
1
PC
A1 1
08+3
7.38
PT
A1 1
10+6
4.82
PC
A1 111+57.8
4PT
A1 113+79.4
2
PC A1 113+79.5
3
PT
A1 108+01.0
0PI
A1 113+79.4
7PI
00+-0
00+-0.00
POB
(REPUTED OWNER)
CITY OF BINGHAMTON
TM# 160.78-1-2
HIGHWAY BOUNDARY MAP 13 (1949)
127
TRN
Pv74Mv67
Pv76
Mv68
TE
Pv77
Mv68
TE
Pv78Mv68
TE
NYS RTE. 434 WESTBOUND
S.H. C49-8, BINGHAMTON CITY: VESTAL AVE BYPASS
NYS RTE. 434 EASTBOUND
UNPAVED PATH SHOULDER
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
19
GNP A1-19
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
S6R100
S6R101
S6R102
LIMIT OF FILL
2’-0"12’-0"2’-0"
RFM
S
ROADWAY SHOULDER
CURVE A1-17
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-18 ST
A.
A1 107+50
MATCH T
O
DW
G.
GNP-A1-20 ST
A.
A1 114+00
CURVE A1-20
P.C. = 115+55.07
P.T. = 115+69.74
R = 75.00’
L = 14.67
= 11°12’38.49"q
CURVE A1-21
P.C. = 117+30.23
P.T. = 117+38.30
R = 75.00’
L = 8.08’
= 6°10’09.82"q
CURVE A1-22
P.C. = 119+39.20
P.R.C. = 119+43.97
R = 75.00’
L = 4.77’
= 3°38’44.88"q
CURVE A1-23
P.R.C. = 119+43.97
P.T. = 122+39.30
R = 1635.00’
L = 295.32’
= 10°20’56.83"q
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
GRIDNORTH
CONCRETE BARRIER
BIKE RAILING
LIMIT OF FILL
BIKE RAILING
LIMIT OF FILLBIKE RAILING
127
TRN
CURVE A1-23
CURVE A1-22
EDGE OF TRAVELWAY
EDGE OF PAVEMENTEDGE OF TRAVELWAY
EDGE OF PAVEMENT
BOX BEAM G-RAIL
BOX BEAM G-RAIL
NYS RTE 434 (VESTAL PKWY E.)
SIGN R1-1GATE W/
MARSH
MARSH
INV. = 822.03’
60"
CMP
60"
CMP
INV. = 825.00’
INV. = 826.62’
12" CP
P
INV. = 832.03’
6’
CH
AIN LI
NK FE
NCE
7’
CH
AIN LIN
K FE
NCE
14’ CHAIN LINK FENCE 14’ BACKSTOP
6’ CHAIN LINK FENCE
6’ CHAIN LINK FENCE
PAD
CONC.
7’
CH
AIN LIN
K FE
NCE
7’ CHAIN LINK FENCE
DIT
CH
H/WCONC.
W/WCONC.
PADCONC.
2029102434RM
2029102434RM
DIT
CH
DITCH
H/WCONC.
W/WCONC.
INV. = 828.25’
UNPAVED SHOULDER
UNPAVED SHOULDER
RIP RAPWOODED
24" RCP
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.DLN.
DLN.
GRASS
WOODED
LEVEE
� MILE"
"PENNSYLVANIA AVE
G3-5
DLN.SMH-12216
SMH-12236
CB-19661
CB-1967736" RCP
36" RCP
36" RCP
SLOTTED DRAIN
SLOTTED DRAIN
STRE
AM 7
WETLAND "CC"
STREAM 7
S7R104
S7L104
S7R103S7L103
S7R102
S7R101
S7R100
S7L102S7L101
S7L100
WCC5
WCC6
WCC7
WCC4
WCC8
WCC9
WCC3
WCC2
WCC10
WCC1
WC6
WC7
WC5
WC4
WC8
S7R200
S7R201
S7R200
S7L201
S7L202
S7R202
S7L203
S7R203
WC115
A1 114+00
A1 115+00
A1 116
+00
A1 117
+00
A1 118+00
A1 119+00
A1 115+56.2
1
PC
A1 115+70.8
8PT
A1 117+31.3
7PC A1 117+39.4
4PT
A1 119+40.3
4PC A1 119+45.1
1PRC
A1 115+63.5
7PI
A1 117+35.4
1PI
A1 119+42.7
3
PI
MP 0+00
MP 0+00.00
POB
MP 0+00.00PI
EQNAHDMP 0+00.00
EQNBK00+-0.00
HIGHWAY BOUNDARY
MAP 13 (1949)
Pv88
Mv67
PE
NYS RTE 434 (VESTAL PKWY E.)
UNPAVED PATH SHOULDER
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
20
GNP A1-20
S7-L203
S7-R203
S7-R201
S7-R202
S7-L201
S7-L202
S7-L200 S7-R200
S7-L100
S7-R100
S7-L101 S7-L102S7-R102
S7-R101WCC6
WCC5
S7-L103
S7-R104
S7-R103
S7-L104
S
WCC7
WCC4
WCC9
WCC8
WCC10
WCC3
WCC1
WCC2
S
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
2’-0"
12’-0"
RFM
2’-0"
RFM
10’-0"
2’-0"
2’-0"
8.7
627 -2.5
23
%
96.5910 2.075
%12.3723 -2.019
%41.1271 0.956
%
62.9133 1.161
%
76.3608 1.217
%
84.1095 1.101
%
ROADWAY SHOULDER
CURVE A1-20
CURVE A1-21
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
HEADWALL
HEADWALL
ASPHALT MULTI USE PATH
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-19 ST
A.
A1 114+00
MAT
CH T
O
DW
G.
GNP-A1-21 ST
A.
A1 119+50
MATCH TO DWG. GNP-A1-26 STA. 0+90.50
UNPAVED PATH SHOULDER
GRIDNORTH
CONCRETE BARRIER
RETAINING WALL
BIKE RAILING
BIKE RAILING
LIMIT OF FILL
BOX BEAM GUIDE RAIL
CURVE A1-23
W/ VAULTCONC. PAD
TOP OF BERM
DLN.
DLN.
DLN.
20139102434RM
DLN.
DLN.
GATE
6’ CHAIN LINK FENCE
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
PONDDETENTION
CB-19692 CB-19705
CB-19718
CB-19923
CB-19922
ASPHALT S/W
L.P.18"
RCP
18" RCP
18" CMP
ZOOCENTER PARKDISCOVERY ROSS
NY18-1
"ADOPT A HIGHWAY"
WOODED
W-BEAM G-RAIL
DITCH
NYR2-2
SLOTTED DRAIN
12" SICPP834.70INV. =
834.88INV. =
WE10
WE1
WE4
WE2
WE3
LINK FENCE4’ CHAIN
6’ CHAIN LINK FENCE
CURVE A1-23
P.R.C. = 119+43.97
P.T. = 122+39.30
R = 1635.00’
L = 295.32’
= 10°20’56.83"q
A1 120+00 A1 121+00
A1 122+00
A1 123+00
A1 124+00
A1 119+40.3
4
PC
A1 119+45.1
1
PR
C
A1 122+40.4
4
PT
A1 119+42.7
3PI
A1 120+93.1
8
PI
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
MAP 13 (1949)
L.502 P.133
L.537 P.89
L.427 P.92 & 94
(REPUTED OWNER)
CITY OF BINGHAMTON
TM# 160.78-1-2
WE3
WE2
WE1
WE4
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
RF
M
7’-8"
2’-0"
2’-0"
12’-0"
1’-6"
UNPAVED PATH SHOULDER
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
21
GNP A1-21
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
ROADWAY SHOULDER
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-20 ST
A.
A1 119+50
MAT
CH T
O
DW
G.
GNP-A1-22 ST
A.
A1 124+00
CURVE A1-24
P.C. = 126+37.25
P.T. = 127+18.51
R = 9335.00’
L = 81.26’
= 0°29’55.41"q
GRIDNORTH
BIKE RAILING
LIMIT OF FILL
BIKE RAILING
BOX BEAM GUIDE RAIL
CURVE A1-24
TOP OF BERM
DLN.
DLN.
DLN.
DLN.
WEST434
NYM3-2
BOX BEAM G-RAIL
W-BEAM G-RAIL
DLN.
DLN.
DLN.
DLN.
DLN.
6’ CHAIN LINK FENCE
SLABCONC.
ORNAMENTALORNAMENTAL
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3" ORNAMENTAL
3"
ORNAMENTAL3"
ORNAMENTAL3" ORNAMENTAL
3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL2"
ORNAMENTAL2"
(TYP.)SHRUBSDECID.
"ONE WAY"
W.V.
TELE. M.H.
M.H.ELEC. F.H.
SIGN
SMH-20297
CB-19744
CB-20183
CB-20294DMH-20295
ASPHALT S/W
ASPHALT
S/W
CONC. S/W
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.L.P.
L.P.STONE S/W
STONE S/W
CLEANOUT
CLEANOUT
BEDPLANTING
18" CMP
SMH-20167
15" PVC
15"
PVC
18"
PVC
10" CIP
24"
CIP
18"
RCP
PVC
8"
835.71’INV. =
834.71’INV. =
12" SI
CPP
15"
RCP
15"
RCP
4"
CPP
4"
CPP
4" PVC U.D.
835.50’INV. =
BOX BEAM G-RAIL
20149102434RM
10" SICP
P
835.17’INV. =
834.75’INV. =
835.02’INV. =
12"
SICPP
10" PVCDRAIN-20289
DRAIN-20290
DRAIN-20291
DRAIN-20292
CPP4"
CPP4"
4"
CPP
WETLAND "E"
WE5
WE10 WE6
WE9
WE8
WE7 WEE1WEE2
WEE6
WEE3WETLAND "EE"
WEE5
4"
SVC. (P
LACE
D PE
R
RE
C.
PLANS)
(TYP.)BOULDERS
MAPLE4"
GRANITE CURB
A1 124+00
A1 125+00
A1 126+00
A1 127+00
A1 128+00
A1 129+00
A1 126+38.3
9
PC
A1 127+19.6
4
PT
A1 126+79.0
2PI
(REPUTED OWNER)BINGHAMTON CITY SCHOOL DISTRICTTM# 160.71-1-1.1
HIGHWAY BOUNDARY MAP 13 (1949)
MAP 13 (1949)
MAP 14 (1949)
NYS RTE. 434 WESTBOUND
S.H. C49-8, BINGHAMTON CITY: VESTAL AVE BYPASS
NYS RTE. 434 EASTBOUND
UNPAVED PATH SHOULDER
12SICPP
CAMERASL.P. WITH
"
S
E T
S
WE9
WE10
WE5
WE7
RFM
WE6
WE8
WEE1
WEE6
2’-0"
WEE5
WEE3
WEE2
12’-0"
8’-5"
3’-0"
2’-0"
UNPAVED PATH SHOULDER
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
22
GNP A1-22DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
ROADWAY SHOULDER
ASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-21 ST
A.
A1 124+00
MAT
CH T
O
DW
G.
GNP-A1-23 ST
A.
129+50
NYS RTE. 434 EASTBOUND
NYS RTE. 434 WESTBOUND
UNPAVED PATH SHOULDER
GRIDNORTH
BOX BEAM GUIDE RAIL
BIKE RAILING
LIMIT OF FILLBIKE RAILING
LIMIT OF FILL
RETAINING WALLFILL TYPE
CURVE A1-25
OFFSET = 5.57’ RTSTA. A1 130+73.19
RETAINING WALLBEGIN FILL TYPE OFFSET = 5.57’ RT
STA. A1 132+00.04RETAINING WALLEND FILL TYPE
TOP OF BERM
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
DLN.
WEST434
NYM3-220159102434
20159102434
G2-4D9-2
PENN. AVE.
BLEACHERSWITH
CONC. PAD
6’ CHAIN LINK FENCE
4’
CH
AIN LIN
K FE
NCE
PAVER
SIGN
W.V.
F.H.
SIGN
SLABCONC.
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
ORNAMENTAL3"
(TYP.)ORNAMENTAL
2"
(TYP.)ORNAMENTAL
2"
PINE4"
PINE4"
PINE4"
PINE4"
PINE4"
PINE4"
PINE4"
PINE4"
PINE24"
PINE24"
PINE24"
PINE24"
PINE4"
PINE4"
PINE4"
PINE4"
PINE4"
SMH-20603
SMH-20513
CB-20269
CB-20305
CB-20337
CB-20343
CB-20542
CB-20600
CB-20601
CB-20522
STONE S/W
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
STONE S/W
STONE S/W
STONE S/
W
STONE S/W
STONE S/W
STONE S/W
L.P.L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
PLANTIN
G BED
CB-21522
836.75’INV. =
4" PVC U.D.
4" PVC U.D.
4"
PVC
U.D.
6"
PVC
U.D.
12" RCP 12" RCP
12"
SICPP
6" PVC835.40’INV. =
835.68’INV. =
835.40’INV. =
835.65’INV. =
12"
SIC
PP
DRAIN-20382
8" RCP
8" PVC
4" PVC
8" RCP
12" RCP 4" SIC
PP U.D.
6"
SICPP
U.D.
12" RCP
12" RCP
4"
SIC
PP
4" CPP
4" CP
P
6" SI
CPP
SICPP6"
DRAIN-20263
DRAIN-20264
DRAIN-20265
DRAIN-20266
8" PVC8"
PVC
DRAIN-20332
DRAIN-20331
CPP4"
CPP4"
4"
CPP
4"
CPP
CPP
4"
4"
CPP
STANDPIPE
15"
SIC
PP
12" SICPP
10"
PVC
10"
PVC
WEE4
WD6
WD5
WD4
WD7WD8
WD3WD2
WD1
WETLAND "D"
CURVE A1-25
P.C. = 134+61.95
P.C.C. = 140+14.83
R = 2365.00’
L = 552.88’
= 13°23’39.62"q
A1 130+00
A1 131+00
A1 132+00
A1 133+00
A1 134+00
A1 135+00
A1 134+63.0
8PC
(REPUTED OWNER)BINGHAMTON CITY SCHOOL DISTRICTTM# 160.71-1-1.2
HIGHWAY BOUNDARY
MAP 14 (1949)
WD4
WD5
WD6
6PVC
WD3
WD7
WD1
WD2
WD8
S
S
RFM
WEE4
RFM
2’-0"
12’-0"
8’-0"
2’-0"
3’-0"
2’-0"
MACARTHUR ELEMENTARY SCHOOL
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
23
GNP A1-23DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
UNPAVED PATH SHOULDER
ROADWAY SHOULDERASPHALT MULTI USE PATH
MAT
CH T
O
DW
G.
GNP-A1-22 ST
A.
A1 129+50
MAT
CH T
O
DW
G.
GNP-A1-24 ST
A.
A1 135+00
BIKE RAILING
LIMIT OF FILL
CATCH BASIN
BOX BEAM GUIDE RAIL
BIKE RAILING
CURVE A1-26
DLN.
DLN.
G2-4D9-2
PENN. AVE.
20169102434
DLN. DLN.
DLN.
DLN.
W-BEAM G-RAIL
BLEACHERSWITH
CONC. PAD
SOCCER FIELD
20169102434
DLN.
DLN.
VALVEUNK.
DECID. SHRUBS
"30"
NYR2-4GRANITE CURB
6’ CHAIN LINK FENCE
"BING PATRIOTS"
WOOD SIGN
GRANITE CURB
6’
CH
AIN LI
NK FE
NCE
APPLE
CRAB
PINE12"
GRASS
PAD
CONC.
#20
BRICK
2 STORY
CONC. S/W
DRIVE
ASPHALT
SLAB
CONC.
GUTTE
R
CONC.
CONC. CURB
VAULT
4’
CH
AIN LIN
K FE
NCE
CB-19737
CB-19756
CB-19778
CB-19779
CB-19782
CB-19783
CB-19784
DMH-19785
DMH-19789
CLEANOUTCLEANOUT
SMH-19754
SMH-19755
36" RCP
24"
RCP
36" RCP
36" RCPSMH-19773C
MP
18"
18" RCP
DMH-19775
18" RCP
18"
RCP
18"
CMP
6" CPP U.D.
WOODED
2" PE (PLACED PER REC. PLANS)
CB-21698
24"
RCP
8" SIC
PP
CAPPED
12"
8" SICP
P
12" PVC PVC12"
12" PVC18"
PVC
18" SI
CPP
18"
SICPP
6" PVC10" VTP
8"
VTP
PIN
1/2"
6’ STOCKADE FENCE
CURVE A1-25
P.C. = 134+61.95
P.C.C. = 140+14.83
R = 2365.00’
L = 552.88’
= 13°23’39.62"q
CURVE A1-26
P.C.C. = 140+14.83
P.T. = 142+83.28
R = 450.00’
L = 268.45’
= 34°10’48.98"q
A1 135+00A1 136+00 A1 137+00
A1 138+00
A1 139+00
A1 140+00
A1 140+15.9
6
PCC
A1 140+57.4
4PI
(REPUTED OWNERS)
ROSEANN O’SHEA
DENNIS M. O’SHEA
TM# 160.72-1-2
L.2597 P.364
(REPUTED OWNER)
MARK A. GABBIDON
TM# 160.72-1-1
HIGHWAY BOUNDARY HIGHWAY BOUNDARY
MAP 14 (1949)MAP 16 (1954)
MAP 16 (1954)
MAP 17 (1954)
131
TRN
132
TRN
L.2400 P.181
(REPUTED OWNER)
BINGHAMTON CITY SCHOOL DISTRICT
TM# 160.71-1-1.2
Pv80
Mv69
FEE Pv83
Mv72
TEPv82
Mv71
PE
Pv81
Mv70
TE
RUSH
AVE
NYS RTE. 434 WESTBOUND
S.H. C49-8, BINGHAMTON CITY: VESTAL AVE BYPASS
NYS RTE. 434 EASTBOUND
UNPAVED PATH SHOULDER
S
S
S
2’-0"
6’-6.5"
12’-0"
3’-0"
S
2’-0"
RFM
RFM
E
SPORTS FIELD
MACARTHUR ELEMENTARY SCHOOL
GRIDNORTH
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
CURVE A1-25
ASPHALT MULTI USE PATH
MATC
H T
O
DW
G.
GNP-A1-25 ST
A.
A1 140+50
MAT
CH T
O
DW
G.
GNP-A1-23 ST
A.
A1 135+00
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
24
GNP A1-24DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
UNPAVED PATH SHOULDER
CURVE A1-26
P.C.C. = 140+14.83
P.T. = 142+83.28
R = 450.00’
L = 268.45’
= 34°10’48.98"q
CURVE A1-27
P.C. = 142+86.39
P.T. = 142+98.27
R = 75.00’
L = 11.88’
= 9°04’20.76"q
CURVE A1-28
P.C. = 144+41.49
P.T. = 144+84.27
R = 75.00’
L = 42.78’
= 32°40’44.72"q
ROADWAY SHOULDER
UNPAVED PATH SHOULDER
CURVE A1-27
CURVE A1-26
LIMIT OF CUT
LIMIT OF CUT
BIKE RAILING
LIMIT OF FILL
BIKE RAILING
CATCH BASIN
BOX BEAM GUIDE RAIL
CURVE A1-28
PHASE 1 TRAIL
PHASE 1 RAMP
ASPHALT MULTI USE PATH
105/
NYT/1
6515/N
YSEG/
2106
NYSEG
6541
6559
LB2
NYSEG
6559
LB2
NYSEG
GRAS
S
DLN.
GRANITE
CURB W/ P
AVED
MEDIAN
GUTTER
CONC.
ASPHALT
25"RAMP"R2-1
"EXIT"G2
-4
2017910943
4
"434"NYM3-3EAS
T
ORTHOPEDIC
ASSOCIA
TES
"ADOPT-A
-HIGHWAY"
ASH
8"
SYCAMORE8"
PINE
12"
MAPLE
10"
CLUS
TERSYC
AMORE20" SYC
AMORE12" T
WIN
PINE20"
ASH
36"
CONC. S/
W CONC. S/W
STAIRS
CONC.
R/W
CONC.
#14
WOOD
2 STORY
DRIVE
ASPHALT
#8
WOOD
2 STORY
R5-1A
MAPLE
10"
MAPLE
20"
MAPLE
20"
MAPLE
20"
1401
9139
434
4’ CHAIN LINK FENCE
CONC. CURB
CONC. CURB
CONC. GUT
TERS
CONC. GUT
TERS
MAPLE
24"
MAPLE
10"
MAPLE
10"
MAPLE
10"
W-BEAM G-RAIL
DEC 1ST - MARCH 15TH"
"ALT. SIDESTREET PARKING
R3-2
GRASS
R3-2
"30"
NYR2-4
SMH-19803
SMH-198
22
CB-19792
CB-19799CB-19800
CB-19
802
DMH-1980
1
F.H.
36"
RCP
18"
RCP
10" PVC
10" PVC
18" SICPP
RCP
12"
VTP10"
12" R
CP
12" RCP
12"
CIP
12" RCP8" P
VC
PVC
10"
PVC
10"
12" SI
CPP
10" PVC10" PVC
15" RCP
2017910943
4W4-1
R5-1A
NYR2-4
WOODED
2" P
E (P
LACE
D PER
REC. PLA
NS)
DMH-198
04
48" CMP
SMH-198
23
8" DIP FORCE
MAIN
10"
VTP
INV. = 839.43’
& CA
PRE
BAR
REBAR
1/2"
A1 141
+00
A1 142+00
A1 143+00
A1 144+00
A1 144
+99
A1 144
+99A1 142+84.4
1
PT
A1 142+87.5
3
PC
A1 142+99.4
0
PT
A1 144+42.6
3PC
A1 144+85.4
1PT
A1 144+98.6
7P
OE
A1 142+93.4
8PI
A1 144+64.6
2
PI
L.1875 P.1275
(REPUTED OWNER)SYLVIA ADAE-AMOAKOHTM# 160.72-1-11
L.2375 P.133
(REPUTED OWNERS)MARTHA E. RICEMICHAEL J. RICETM# 160.72-
1-12
L.1565 P.121
(REPUTED OWNERS)ROBERTA L. PLUNKETTFRANCIS P. PLUNKETTTM# 160.72-1-13
L.2057 P.504
(REPUTED OWNERS)SUSAN A. LATHAMJAMES L. FURCHTM# 160.72-1-25
133TRN
L.2516 P.615
(REPUTED OWNERS)DUY BUI
DAVID HECKMANTM# 160.72-1-10
Pv84Mv73
TE
Pv85Mv74
TE
134TRN
ZANE
ROAD
NYS R
TE. 43
4 WESTBOUND
NYS R
TE. 43
4 EAS
TBOUND
2’-0"
12’-0"
2’-0"
S
S
RFM
GRID
NORTH
S
RFM
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
25
GNP A1-25
MATC
H T
O
DW
G.
GNP-A1-24 ST
A.
A1 140+50
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
UNPAVED PATH SHOULDER
UNPAVED PATH SHOULDER
GRIDNORTH
BIKE RAILING
START CONCRETE WALKSTA. 3+33.60
END PATH
INV. = 834.89’
6" CP
P
SUPPORTS
WALL
SUPPORTS
WALL
SUPPORTS
WALL
12’
PLY
WOOD
WALL
4’ PLYWOOD WALL
6’
CHAIN LI
NK FENCE
GATE 7’ C.L.F.
7’
CH
AIN LIN
K FE
NCE
7’
CH
AIN LIN
K FE
NCE
RIP RAP
RIP RAP
CONC. S/W
PARKING LOT
ASPHALT
NO DUMPING"
"CITY OF BINGHAMTON
WOOD FE
NCE
ELM12"
8’ CHAIN LINK FENCE
STAIRSCONC.
8’ CHAIN LINK FENCE
WOOD DECK
BLEACHERS
CONC. PAD
ASPHALT
CB-24140
CB-24139
DMH-24137 10" PVC
10" PVC
10" PVC
MP 1+00
MP 2+00
MP 3+00
MP 3+23.15
PI
MP
3+23.15
PI
MP 3+57.3
7
PI
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
Pv75
Mv67
FEE
Pv78
Mv68
TEPv79
Mv68
TE
0 40
SCALE IN FEET
80
GENERAL PLANS
ALTERNATE 1
26
GNP A1-26
W.V.
SPICKETWATER
LIMIT OF FILL
10’-0"
2’-0"
2’-0"
LIMIT OF CUT
STA. 3+45.08END CONCRETE WALK
MP 3+57MP 3+57
MP 3+57.3
7
POE
SCBOAD
ASPHALT MULTI USE PATH
14’-0"
8’-2"
MATCH TO DWG. GNP-A1-20 STA. 0+90.50
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
T.G.L. & RIGHT E.O.P.
LEFT E.O.P. e= -1.500%
T.G.L. & RIGHT E.O.P.
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-1
TEXT BOX
NO
MA
TC
HM
AT
CH
LIN
E
AB
OV
E
ST
A 15
+50
MAT
CH LIN
E
BEL
OW ST
A 15+50
MAT
CH S
HEET
A1-2 ST
A 21+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
612.75 FT
228.80 FT
875
880
885
890
895
900
875
880
885
890
895
900
PV
C
A 18
+06.1
4
EL
EV 888.9
5
PVI
A 18
+31.1
4
EL
EV 890.0
7
PV
T
A 18
+56.1
4
EL
EV 890.4
5
PV
C
A 20
+84.5
3
EL
EV 893.8
7
4.50%
1.50%
L = 50.00 FT.
G1 = 4.50%
G2 = 1.50%
E= -0.19 FT.
SSD = 384.72 FT.
L = 60.00 FT.
G1 = 1.50%
G2 = -0.64%
E= -0.16 FT.
SSD = 533.95 FT.
5.61 F
T
31.86 FT
36.38 FT
612.75 FT
850
855
860
865
870
875
880
885885
850
855
860
865
870
875
880
885885
A 10+00A 10+00 A 11+00 A 12+00 A 13+00 A 14+00 A 15+00 A 15+50
PVI
A 10
+30.1
5
EL
EV 854.5
8P
VI
A 10
+35.6
5
EL
EV 855.1
2
PV
C
A 10
+67.1
6
EL
EV 856.2
9
PVI
A 10
+92.1
6
EL
EV 857.2
2
PV
T
A 11
+17.1
6
EL
EV 858.2
3
PV
C
A 11
+53.0
8
EL
EV 859.6
8
PVI
A 11
+78.0
8
EL
EV 860.6
8
PV
T
A 12
+03.0
8
EL
EV 861.8
1
9.83%
3.71%
4.03%
4.50% L = 50.00 FT.
G1 = 3.71%
G2 = 4.03%
E= 0.02 FT.
HSD = 655.16 FT.
L = 50.00 FT.
G1 = 4.03%
G2 = 4.50%
E= 0.03 FT.
HSD = 462.89 FT.
LEVEL
+1.50%
-1.50%
A 15+50A 16+00 A 17+00 A 18+00 A 19+00 A 20+00 A 21+00
LEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
T.G.L. & RIGHT E.O.P.
LEFT E.O.P. e= -1.500%
T.G.L. & RIGHT E.O.P.
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-2
TEXT BOX
MA
TC
H
SH
EE
T
A1-1
ST
A 21
+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 26
+50
MAT
CH LIN
E
BEL
OW ST
A 26+50
MAT
CH S
HEET
A1-3 ST
A 32+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
66.15 FT
138.37 FT
236.11 FT
236.11 FT
108.62 FT
46.22 FT
875
880
885
890
895
900
905905
875
880
885
890
895
900
905905
A 21+00 A 22+00 A 23+00 A 24+00 A 25+00 A 26+00 A 26+50
850
855
860
865
870
875
880
885
850
855
860
865
870
875
880
885
A 26+50 A 27+00 A 28+00 A 29+00 A 30+00 A 31+00 A 32+00
PVI
A 21
+14.5
3
EL
EV 894.3
2
HIG
H
A 21
+26.5
6
EL
EV 894.1
9
PV
T
A 21
+44.5
3
EL
EV 894.1
3
PV
C
A 22
+10.6
6
EL
EV 893.7
0
PVI
A 22
+78.1
6
EL
EV 893.2
7
PV
T
A 23
+45.6
6
EL
EV 890.9
9
PV
C
A 24
+82.7
9
EL
EV 886.3
7
PVI
A 25
+52.7
9
EL
EV 884.0
1
PV
T
A 26
+22.7
9
EL
EV 879.8
4
-0.64%
-3.37%
-5.96%
L = 60.00 FT.
G1 = 1.50%
G2 = -0.64%
E= -0.16 FT.
SSD = 533.95 FT.
L = 135.00 FT.
G1 = -0.64%
G2 = -3.37%
E= -0.46 FT.
SSD = 462.50 FT.
L = 140.00 FT.
G1 = -3.37%
G2 = -5.96%
E= -0.45 FT.
SSD = 487.62 FT.
PV
C
A 28
+52.4
6
EL
EV 866.1
5
PVI
A 29
+52.4
6
EL
EV 860.2
0
PV
T
A 30
+52.4
6
EL
EV 857.3
8
PVI
A 31
+60.4
0
EL
EV 854.3
5
-5.96%
-2.81%
-4.18%
L = 200.00 FT.
G1 = -5.96%
G2 = -2.81%
E= 0.79 FT.
HSD = 368.82 FT.
LEVEL
+1.50%
-1.50%
LEVEL
+1.50%
-1.50%
CURB RAMP
CURB RAMP
CURB RAMP
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
CURB RAMP
CURB RAMP
CURB RAMP
LEFT E.O.P. e= -1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
RIGHT E.O.P. e= +1.500%
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-3
TEXT BOX
MA
TC
H
SH
EE
T
A1-2
ST
A 32
+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 37
+50
MAT
CH LIN
E
BEL
OW ST
A 37+50
MAT
CH S
HEET
A1-4 ST
A 43+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
46.22 FT
32.06 FT 23.30 FT
27.77 FT
534.15 FT
534.15 FT
46.76 FT
34.04 FT 60.70 FT
27.96 FT 19.18 FT118.48 FT
845
850
855
860860
845
850
855
860860
A 32+00 A 33+00 A 34+00 A 35+00 A 36+00 A 37+00 A 37+50
840
845
850
855855
840
845
850
855855
A 37+50 A 38+00 A 39+00 A 40+00 A 41+00 A 42+00 A 43+00
PVI
A 32
+05.9
9
EL
EV 852.4
5
PVI
A 32
+38.0
5
EL
EV 852.4
6
PV
C
A 32
+60.9
9
EL
EV 853.4
9
PVI
A 32
+85.9
9
EL
EV 854.6
1HIG
H
A 32
+89.9
0
EL
EV 854.1
3
PV
T
A 33
+10.9
9
EL
EV 853.7
9
PV
C
A 33
+38.5
3
EL
EV 852.8
9
PVI
A 33
+63.5
3
EL
EV 852.0
8
PV
T
A 33
+88.5
3
EL
EV 851.9
1
-4.18%
0.05% 4.47% -3.26%
-0.66%
L = 50.00 FT.
G1 = 4.47%
G2 = -3.26%
E= -0.48 FT.
SSD = 164.52 FT.
L = 50.00 FT.
G1 = -3.26%
G2 = -0.66%
E= 0.16 FT.
HSD = 311.22 FT.
PV
C
A 39
+22.4
9
EL
EV 848.3
8
LO
W
A 39
+39.0
4
EL
EV 848.3
3
PVI
A 39
+47.4
9
EL
EV 848.2
2
PV
T
A 39
+72.4
9
EL
EV 848.5
5
PV
C
A 40
+19.1
8
EL
EV 849.1
7
HIG
H
A 40
+28.4
6
EL
EV 849.2
4
PVI
A 40
+44.1
8
EL
EV 849.5
1
PV
T
A 40
+69.1
8
EL
EV 848.0
4
PVI
A 41
+02.3
3
EL
EV 846.1
0
PV
C
A 41
+62.0
7
EL
EV 848.7
7
PVI
A 41
+87.0
7
EL
EV 849.8
9
PV
T
A 42
+12.0
7
EL
EV 850.2
0
PVI
A 42
+40.0
0
EL
EV 850.5
5
PVI
A 42
+58.7
7
EL
EV 849.5
6
-0.66% 1.34%
-5.87% 4.48%
1.23% -5.27% 1.70%
L = 50.00 FT.
G1 = -0.66%
G2 = 1.34%
E= 0.12 FT.
HSD = 1011.74 FT.
L = 50.00 FT.
G1 = 1.34%
G2 = -5.87%
E= -0.45 FT.
SSD = 174.80 FT.
L = 50.00 FT.
G1 = 4.48%
G2 = 1.23%
E= -0.20 FT.
SSD = 357.32 FT.
CROSSING
PLAZA DRIVE
CROSSING
PLAZA ENTRANCECROSSING
SLIP RAMP
LEVELT.G.L.
LEVELT.G.L.
LEVEL
+1.50%
-1.50%
LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
CURB RAMP
CURB RAMP
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
CURB RAMP
CURB RAMP
T.G.L. & RIGHT E.O.P.
LEFT E.O.P. e= -1.500%
T.G.L. & RIGHT E.O.P.
LEFT E.O.P. e= -1.500%
A 43+00
MAT
CH S
HEET
A1-4 ST
A 48+50
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-4
TEXT BOX
MA
TC
H
LIN
E
AB
OV
E
ST
A 48
+50
MAT
CH S
HEET
A1-5 ST
A 54+00
MA
TC
H
SH
EE
T
A1-3
ST
A 43
+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
118.48 FT
52.45 FT45.73 FT
32.14 FT
17.11 FT58.12
FT
144.55 FT25.87 FT
8.71 FT12.08 FT 24.41 FT
6.17 FT
9.96 FT
0.91%
25.60 FT253.53 FT
840
845
850
855855
840
845
850
855855
A 44+00 A 45+00 A 46+00 A 47+00 A 48+00 A 48+50
845
850
855
860
845
850
855
860
A 48+50 A 49+00 A 50+00 A 51+00 A 52+00 A 53+00 A 54+00
PV
C
A 43
+76.9
7
EL
EV 851.5
6
PVI
A 44
+01.9
7
EL
EV 851.9
9
HIG
H
A 44
+22.2
8
EL
EV 851.9
5P
VT
A 44
+26.9
7
EL
EV 851.9
4
PV
C
A 44
+79.4
2
EL
EV 851.8
5
PVI
A 45
+04.4
2
EL
EV 851.8
1
PV
T
A 45
+29.4
2
EL
EV 851.3
9
PV
C
A 45
+75.0
5
EL
EV 850.6
4
PVI
A 46
+00.0
5
EL
EV 850.2
3
PV
T
A 46
+25.0
5
EL
EV 849.9
9
PV
C
A 46
+57.1
6
EL
EV 849.6
9
PVI
A 46
+82.1
6
EL
EV 849.4
5
PV
T
A 47
+07.1
6
EL
EV 848.5
3
PV
C
A 47
+24.0
9
EL
EV 847.9
2
LO
W
A 47
+46.6
6
EL
EV 847.5
0P
VI
A 47
+49.0
9
EL
EV 847.0
0
PV
T
A 47
+74.0
9
EL
EV 848.1
1
PV
C
A 48
+31.3
2
EL
EV 850.6
5
1.70%
-0.18% -1.65%
-0.96%
-3.65%
4.44%
L = 50.00 FT.
G1 = 1.70%
G2 = -0.18%
E= -0.12 FT.
SSD = 601.64 FT.
L = 50.00 FT.
G1 = -0.18%
G2 = -1.65%
E= -0.09 FT.
SSD = 758.95 FT.
L = 50.00 FT.
G1 = -1.65%
G2 = -0.96%
E= 0.04 FT.
HSD = 338.92 FT.
L = 50.00 FT.
G1 = -0.96%
G2 = -3.65%
E= -0.17 FT.
SSD = 425.15 FT.
L = 50.00 FT.
G1 = -3.65%
G2 = 4.44%
E= 0.51 FT.
HSD = 63.43 FT.
L = 50.00 FT.
G1 = 4.44%
G2 = 2.00%
E= -0.15 FT.
SSD = 466.85 FT.
PVI
A 48
+56.3
2
EL
EV 851.7
6
PV
T
A 48
+81.3
2
EL
EV 852.2
6
PV
C
A 50
+25.4
1
EL
EV 855.1
4
HIG
H
A 50
+39.6
3
EL
EV 855.2
8
PVI
A 50
+50.4
1
EL
EV 855.6
4
PV
T
A 50
+75.4
1
EL
EV 854.3
8
PVI
A 51
+00.7
7
EL
EV 853.1
1
PVI
A 51
+09.3
3
EL
EV 853.5
1
PVI
A 51
+21.4
1
EL
EV 853.4
9
PVI
A 51
+45.6
6
EL
EV 852.7
9P
VC
A 51
+51.7
6
EL
EV 853.0
2
PVI
A 52
+26.7
6
EL
EV 855.7
6
PV
T
A 53
+01.7
6
EL
EV 856.4
4
PVI
A 53
+11.7
2
EL
EV 856.5
3
PVI
A 53
+37.3
0
EL
EV 856.7
6
PVI
A 53
+38.0
6
EL
EV 856.2
12.00% -5.02%
4.63% -0.16% -2.85% 3.65%
0.91%
-71.9
7%
0.88%
L = 50.00 FT.
G1 = 4.44%
G2 = 2.00%
E= -0.15 FT.
SSD = 466.85 FT.
L = 50.00 FT.
G1 = 2.00%
G2 = -5.02%
E= -0.44 FT.
SSD = 178.68 FT.
L = 150.00 FT.
G1 = 3.65%
G2 = 0.91%
E= -0.51 FT.
SSD = 469.12 FT.
CROSSING
PLAZA ENTRANCE
CROSSING
CLUBHOUSE ROAD
LEVEL
+1.50%
-1.50%
LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
EXISTING GROUND
CURB RAMP
PROPOSED GRADE
EXISTING GROUND
CURB RAMP
CURB RAMP
CURB RAMP
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
T.G.L. & RIGHT E.O.P.
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-5
TEXT BOX
MA
TC
H
SH
EE
T
A1-4
ST
A 54
+00
MAT
CH S
HEET
A1-6 ST
A 65+00
MAT
CH LIN
E
BEL
OW ST
A 59+50
MA
TC
H
LIN
E
AB
OV
E
ST
A 59
+50
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
253.53 FT
29.84 FT 76.49 FT
24.00 FT
129.21 FT
115.26 FT
115.26 FT
421.20 FT
850
855
860
865865
850
855
860
865865
A 54+00 A 55+00 A 56+00 A 57+00 A 58+00 A 59+00 A 59+50
835
840
845
850
855
860
865865
835
840
845
850
855
860
865865
PVI
A 55
+91.4
3
EL
EV 858.4
5
PVI
A 56
+21.2
7
EL
EV 858.5
5
PVI
A 56
+97.7
5
EL
EV 858.1
8
PVI
A 56
+97.8
3
EL
EV 857.6
8
PVI
A 57
+21.8
3
EL
EV 857.6
8
PVI
A 57
+21.9
1
EL
EV 858.1
8
PVI
A 58
+51.0
6
EL
EV 859.1
6
0.88%
0.35% -0.49%
-599.27
%
-0.00%
599.7
0%
0.76% 0.67%
PVI
A 59
+66.2
7
EL
EV 859.9
3
PV
C
A 63
+84.1
5
EL
EV 846.7
2
PVI
A 64
+71.6
5
EL
EV 843.9
6
0.67%
-3.16%
L = 175.00 FT.
G1 = -3.16%
G2 = 1.41%
E= 1.00 FT.
HSD = 212.75 FT.
CROSSING
NORMANDY COURT
CROSSING
VESTAL AVE
LEVEL
A 59+50 A 60+00 A 61+00 A 62+00 A 63+00 A 64+00 A 65+00
LEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
0 10
SCALE IN FEETVERTICAL
20
0 40
SCALE IN FEETHORIZONTAL
80
PROFILES
MULTI USE PATH
ALTERNATE 1PRO A1-6
TEXT BOX
MA
TC
H
SH
EE
T
A1-5
ST
A 65
+00
MAT
CH S
HEET
A1-7 ST
A 76+00
MAT
CH LIN
E
BEL
OW ST
A 70+50
MA
TC
H
LIN
E
AB
OV
E
ST
A 70
+50
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
623.53 FT
623.53 FT
48.11 FT
43.86 FT
835
840
845
850
855
860860
835
840
845
850
855
860860
835
840
845
850
855
835
840
845
850
855
A 65+00 A 66+00 A 67+00 A 68+00 A 69+00 A 70+00 A 70+50
PV
C
A 71
+81.6
9
EL
EV 853.9
6
HIG
H
A 72
+42.6
7
EL
EV 854.3
9
PVI
A 72
+49.1
9
EL
EV 854.9
1
PV
T
A 73
+16.6
9
EL
EV 853.7
6
PV
C
A 73
+64.6
8
EL
EV 852.9
4
LO
W
A 73
+78.4
5
EL
EV 852.8
2
PVI
A 73
+89.6
8
EL
EV 852.5
1
PV
T
A 74
+14.6
8
EL
EV 853.6
4
PV
C
A 74
+57.8
4
EL
EV 855.5
8
1.41% -1.71%
4.50%
L = 135.00 FT.
G1 = 1.41%
G2 = -1.71%
E= -0.53 FT.
SSD = 413.43 FT.
L = 50.00 FT.
G1 = -1.71%
G2 = 4.50%
E= 0.39 FT.
HSD = 79.65 FT.
L = 311.00 FT.
G1 = 4.50%
G2 = -4.50%
E= -3.50 FT.
SSD = 273.11 FT.
LO
W
A 65
+05.1
8
EL
EV 844.8
1
PV
T
A 65
+59.1
5
EL
EV 845.1
9
1.41%
L = 175.00 FT.
G1 = -3.16%
G2 = 1.41%
E= 1.00 FT.
HSD = 212.75 FT.
A 70+50 A 71+00 A 72+00 A 73+00 A 74+00 A 75+00 A 76+00
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
TEXT BOXPROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
80
0 10
SCALE IN FEETVERTICAL
20
PRO A1-7
MA
TC
H
SH
EE
T
A1-6
ST
A 76
+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 81
+50
MAT
CH S
HEET
A1-8 ST
A 87+00
MAT
CH LIN
E
BEL
OW ST
A 81+50
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
224.74 FT
551.31 FT
551.31 FT
835
840
845
850
855
860860
835
840
845
850
855
860860
A 76+00 A 77+00 A 78+00 A 79+00 A 80+00 A 81+00 A 81+50
835
840
845
850
855
860860
835
840
845
850
855
860860
A 81+50 A 82+00 A 83+00 A 84+00 A 85+00 A 86+00 A 87+00
PVI
A 76
+13.3
4
EL
EV 862.5
8
HIG
H
A 76
+13.3
6
EL
EV 859.0
8
PV
T
A 77
+68.8
4
EL
EV 855.5
8
PV
C
A 79
+90.0
3
EL
EV 845.6
3
PVI
A 80
+15.0
3
EL
EV 844.5
1
LO
W
A 80
+24.3
9
EL
EV 844.8
6
PV
T
A 80
+40.0
3
EL
EV 845.0
2
-4.50%
2.05%
L = 311.00 FT.
G1 = 4.50%
G2 = -4.50%
E= -3.50 FT.
SSD = 273.11 FT.
L = 50.00 FT.
G1 = -4.50%
G2 = 2.05%
E= 0.41 FT.
HSD = 75.83 FT.
PV
C
A 85
+89.5
0
EL
EV 856.2
6
PVI
A 86
+79.5
0
EL
EV 858.1
1
HIG
H
A 86
+97.6
5
EL
EV 857.3
7
2.05%
L = 180.00 FT.
G1 = 2.05%
G2 = -1.36%
E= -0.77 FT.
SSD = 406.74 FT.
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
TEXT BOXPROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
80
0 10
SCALE IN FEETVERTICAL
20
PRO A1-8
MA
TC
H
SH
EE
T
A1-7
ST
A 87
+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 92
+50
MAT
CH LIN
E
BEL
OW ST
A 92+50
MAT
CH S
HEET
A1-8 ST
A 98+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
66.50 FT
164.61 FT
1229.28 FT
1229.28 FT
835
840
845
850
855
860860
835
840
845
850
855
860860
A 87+00 A 88+00 A 89+00 A 90+00 A 91+00 A 92+00 A 92+50
835
840
845
850850
835
840
845
850850
PV
T
A 87
+69.5
0
EL
EV 856.8
8
PV
C
A 88
+35.9
0
EL
EV 855.9
8
PVI
A 88
+85.9
0
EL
EV 855.3
0
PV
T
A 89
+35.9
0
EL
EV 853.0
5
PV
C
A 90
+97.9
1
EL
EV 845.7
6
PVI
A 91
+22.9
1
EL
EV 844.6
3
PV
T
A 91
+47.9
1
EL
EV 844.5
7
-1.36%
-4.50%
-0.24%
L = 180.00 FT.
G1 = 2.05%
G2 = -1.36%
E= -0.77 FT.
SSD = 406.74 FT.
L = 100.00 FT.
G1 = -1.36%
G2 = -4.50%
E= -0.39 FT.
SSD = 393.68 FT.
L = 50.00 FT.
G1 = -4.50%
G2 = -0.24%
E= 0.27 FT.
HSD = 122.27 FT.
-0.24%
A 92+50 A 93+00 A 94+00 A 95+00 A 96+00 A 97+00 A 98+00
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
TEXT BOXPROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
80
0 10
SCALE IN FEETVERTICAL
20
PRO A1-9
MA
TC
H
LIN
E
AB
OV
E
ST
A 103
+50 M
AT
CH S
HEET
A1-10 ST
A 109+00
MAT
CH LIN
BEL
OW ST
A 103+50
MA
TC
H
SH
EE
T
A1-8
ST
A 98
+00
1229.28 FT
1229.28 FT
327.57 FT
835
840
845
850850
835
840
845
850850
A 98+00 A 99+00 A 100+00 A 101+00 A 102+00 A 103+00 A 103+50
830
835
840
845
850850
830
835
840
845
850850
-0.24%
PV
C
A 103
+77.1
3
EL
EV 841.5
7
LO
W
A 103
+93.1
5
EL
EV 841.5
5
PVI
A 104
+02.1
3
EL
EV 841.5
1
PV
T
A 104
+27.1
3
EL
EV 841.6
4
PV
C
A 107
+54.6
4
EL
EV 843.3
4
HIG
H
A 107
+66.3
2
EL
EV 843.3
7
PVI
A 107
+79.6
4
EL
EV 843.4
7
PV
T
A 108
+04.6
4
EL
EV 843.0
4
-0.24% 0.52% -1.70%
L = 50.00 FT.
G1 = -0.24%
G2 = 0.52%
E= 0.05 FT.
HSD = 313.43 FT.
L = 50.00 FT.
G1 = 0.52%
G2 = -1.70%
E= -0.14 FT.
SSD = 512.11 FT.
A 103+50 A 104+00 A 105+00 A 106+00 A 107+00 A 108+00 A 109+00
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
154.16 FT
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
TEXT BOXPROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
80
0 10
SCALE IN FEETVERTICAL
20
MA
TC
H
SH
EE
T
A1-9
ST
A 109
+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 114
+50
MAT
CH S
HEET
A1-11 ST
A 120+00
MAT
CH LIN
E
BEL
OW ST
A 114+50
PRO A1-10
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
154.16 FT
124.06 FT
78.03 FT
78.03 FT
212.87 FT 34.15 FT
835
840
845
850
855855
835
840
845
850
855855
825
830
835
840
845
850
855855
825
830
835
840
845
850
855855
A 114+50 A 115+00 A 116+00 A 117+00 A 118+00 A 119+00 A 120+00
PV
C
A 109
+58.4
4
EL
EV 840.4
3
LO
W
A 109
+72.1
4
EL
EV 840.3
1
PVI
A 109
+83.4
4
EL
EV 840.0
1
PV
T
A 110
+08.4
4
EL
EV 841.1
3
PV
C
A 111
+30.5
4
EL
EV 846.6
3
PVI
A 112
+86.0
4
EL
EV 853.6
2
HIG
H
A 113
+22.9
0
EL
EV 850.9
5
PV
T
A 114
+41.5
4
EL
EV 849.3
1
-1.70%
4.50%
-2.78%
L = 50.00 FT.
G1 = -1.70%
G2 = 4.50%
E= 0.39 FT.
HSD = 79.80 FT.
L = 311.00 FT.
G1 = 4.50%
G2 = -2.78%
E= -2.83 FT.
SSD = 303.74 FT.
PV
C
A 115
+19.0
9
EL
EV 847.1
6
PVI
A 115
+44.0
9
EL
EV 846.4
6
PV
T
A 115
+69.0
9
EL
EV 846.2
2
PV
C
A 117
+81.8
1
EL
EV 844.1
8
LO
W
A 117
+95.6
4
EL
EV 844.1
2
PVI
A 118
+06.8
1
EL
EV 843.9
4
PV
T
A 118
+31.8
1
EL
EV 844.5
7
PV
C
A 118
+65.7
9
EL
EV 845.4
2
PVI
A 119
+53.2
9
EL
EV 847.6
1
HIG
H
A 119
+97.1
5
EL
EV 847.0
7
-2.78%
-0.96% 2.50%
L = 50.00 FT.
G1 = -2.78%
G2 = -0.96%
E= 0.11 FT.
HSD = 3622.50 FT.
L = 50.00 FT.
G1 = -0.96%
G2 = 2.50%
E= 0.22 FT.
HSD = 167.38 FT.
L = 175.00 FT.
G1 = 2.50%
G2 = -0.83%
E= -0.73 FT.
SSD = 410.99 FT.
A 109+00 A 110+00 A 111+00 A 112+00 A 113+00 A 114+00 A 114+50
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
TEXT BOXPROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
80
0 10
SCALE IN FEETVERTICAL
20
PRO A1-11
MA
TC
H
SH
EE
T
A1-10
ST
A 120
+00
MAT
CH LIN
E
BEL
OW ST
A 125+50
MAT
CH LIN
E
BEL
OW ST
A 131+00
MA
TC
H
LIN
E
AB
OV
E
ST
A 125
+50
MA
TC
H
LIN
E
AB
OV
E
ST
A 131
+00
MAT
CH S
HEET
A1-12 ST
A 136+50
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
506.62 FT
896.71 FT
896.71 FT 221.88 FT
835
840
845
850850
835
840
845
850850
A 120+00 A 121+00 A 122+00 A 123+00 A 124+00 A 125+00 A 125+50
835
840
845845
835
840
845845
A 125+50 A 126+00 A 127+00 A 128+00 A 129+00 A 130+00 A 131+00
835
840
845
850850
835
840
845
850850
A 131+00 A 132+00 A 133+00 A 134+00 A 135+00 A 136+00 A 136+50
PV
T
A 120
+40.7
9
EL
EV 846.8
9
PV
C
A 125
+47.1
2
EL
EV 842.6
7
-0.83%
L = 175.00 FT.
G1 = 2.50%
G2 = -0.83%
E= -0.73 FT.
SSD = 410.99 FT.
L = 50.00 FT.
G1 = -0.83%
G2 = 0.08%
E= 0.06 FT.
HSD = 271.66 FT.
PV
C
A 134
+93.8
3
EL
EV 843.2
3
HIG
H
A 134
+99.7
3
EL
EV 843.2
4
PVI
A 135
+18.8
3
EL
EV 843.2
6
PV
T
A 135
+43.8
3
EL
EV 843.1
0
0.08% -0.62%
L = 50.00 FT.
G1 = 0.08%
G2 = -0.62%
E= -0.04 FT.
SSD = 1551.51 FT.
PVI
A 125
+72.1
2
EL
EV 842.4
7
LO
W
A 125
+92.5
7
EL
EV 842.4
8P
VT
A 125
+97.1
2
EL
EV 842.4
9
0.08%
L = 50.00 FT.
G1 = -0.83%
G2 = 0.08%
E= 0.06 FT.
HSD = 271.66 FT.
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
PROFILES
MULTI USE PATH
ALTERNATE 1
0 40
SCALE IN FEETHORIZONTAL
800 10
SCALE IN FEETVERTICAL
20
TEXT BOX
PRO A1-12
MA
TC
H
SH
EE
T
A1-11
ST
A 136
+50
MA
TC
H
LIN
E
AB
OV
E
ST
A 142
+00
MAT
CH LIN
E
BEL
OW ST
A 142+00
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
221.88 FT
361.27 FT
208.63 FT
835
840
845845
835
840
845845
A 136+50 A 137+00 A 138+00 A 139+00 A 140+00 A 141+00 A 142+00
835
840
845
850
855855
835
840
845
850
855855
A 142+00 A 143+00 A 144+00 A 145+00 A 145+50
PV
C
A 137
+65.6
4
EL
EV 841.7
2
PVI
A 137
+90.6
4
EL
EV 841.5
6
PV
T
A 138
+15.6
4
EL
EV 841.4
2
PV
C
A 141
+76.8
2
EL
EV 839.4
0
-0.62%
-0.56%
L = 50.00 FT.
G1 = -0.62%
G2 = -0.56%
E= 0.00 FT.
HSD = 2861.08 FT.L = 100.00 FT.
G1 = -0.56%
G2 = 0.98%
E= 0.19 FT.
HSD = 310.64 FT.
LO
W
A 142
+13.1
5
EL
EV 839.3
0
PVI
A 142
+26.8
2
EL
EV 839.1
2
PV
T
A 142
+76.8
2
EL
EV 839.6
1
PVI
A 144
+85.2
9
EL
EV 841.6
5
0.98%
L = 100.00 FT.
G1 = -0.56%
G2 = 0.98%
E= 0.19 FT.
HSD = 310.64 FT.
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%
NO
MAT
CH
T.G.L. & RIGHT E.O.P.
PROPOSED GRADE
LEFT & RIGHT E.O.P. e= -1.500%
EXISTING GROUND
0 40
SCALE IN FEETHORIZONTAL
800 10
SCALE IN FEETVERTICAL
20
TEXT BOX
PRO A1-13
TO MACARTHUR PARK PROFILES
VESTAL AVE & CONNECTION
ALTERNATE 1
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
NO
MAT
CH
VESTAL AVE PROFILE
CONNECTION TO MACARTHUR PARK
855
860860
855
860860
0+00 1+00 2+00 3+00 4+00
T.G.L.LEVELLEVEL
+2.00%
-2.00%
PVI 0
+00.0
0
EL
EV 857.4
7
PV
C 1
+37.9
7
EL
EV 858.5
0
PVI 1
+50.4
7
EL
EV 858.5
9
PV
T 1
+62.9
7
EL
EV 858.6
6
PV
C 2
+73.7
2
EL
EV 859.2
7
HIG
H 2
+86.4
0
EL
EV 859.3
1
PVI 2
+93.7
2
EL
EV 859.3
9
PV
T 3
+13.7
2
EL
EV 859.1
5
PVI 3
+85.6
3
EL
EV 858.2
9
0.75%
0.56% -1.20%
L = 25.00 FT.
G1 = 0.75%
G2 = 0.56%
E= -0.01 FT.
SSD = 5676.60 FT.
L = 40.00 FT.
G1 = 0.56%
G2 = -1.20%
E= -0.09 FT.
SSD = 635.34 FT.
PROPOSED GRADE
LEFT E.O.P. e= -1.500%
EXISTING GROUND
830
835
840
845
850
855855
830
835
840
845
850
855855
MP 0+00MP 0+00 MP 1+00 MP 2+00 MP 3+00 MP 4+00
LEVELLEVEL
PVI
MP 0
+00.0
0
EL
EV 845.4
1
PV
C
MP 0
+14.0
1
EL
EV 845.6
3
PVI
MP 0
+34.1
4
EL
EV 845.9
5
PV
RC
MP 0
+054.2
6
EL
EV 846.7
1
PVI
MP 1
+17.2
4
EL
EV 849.1
2HIG
H
MP 0
+122.9
0
EL
EV 848.0
2F
T.
PV
RC
MP 0
+180.2
1
EL
EV 847.1
1
LO
W
MP 2
+37.5
3
EL
EV 846.2
0
PVI
MP 2
+38.8
2
EL
EV 845.2
4
PV
RC
MP 0
+297.4
3
EL
EV 847.1
9
PVI
MP 3
+12.4
2
EL
EV 847.6
9HIG
H
MP 0
+314.0
7
EL
EV 847.4
7F
T.
PV
RC
MP 0
+327.4
1
EL
EV 847.2
9
PVI
MP 3
+39.2
1
EL
EV 846.9
8
LO
W
MP 3
+40.7
6
EL
EV 847.1
1
PV
T
MP 0
+351.0
0
EL
EV 847.2
2
PVI
MP 3
+57.3
7
EL
EV 847.3
5
0.02
L - 14.02 FT.
0.02
L - 6.38 FT.
L = 40.246 FT.
G1 = 0.016
G2 = 0.038
E= 0.112 FT.
SSD = 504.202 FT.
L = 125.955 FT.
G1 = 0.038
G2 = -0.032
E= -1.102 FT.
SSD = 217.197 FT.
L = 117.214 FT.
G1 = -0.032
G2 = 0.033
E= 0.954 FT.
SSD = 122.145 FT.
L = 29.984 FT.
G1 = 0.033
G2 = -0.027
E= -0.225 FT.
SSD = 194.947 FT.
L = 23.588 FT.
G1 = -0.027
G2 = 0.020
E= 0.139 FT.
SSD = 86.144 FT.
LEVEL
+1.50%
-1.50%
PROPOSED GRADE
PROPOSED GRADE
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
RIGHT E.O.P. e= +1.500%
LEFT E.O.P. e= -1.500%
EXISTING GROUND
EXISTING GROUND
0 40
SCALE IN FEETHORIZONTAL
800 10
SCALE IN FEETVERTICAL
20
TEXT BOX
PRO A1-14
MA
TC
H
LIN
E
AB
OV
E
ST
A
VA 5
+50
MAT
CH LIN
E
BEL
OW ST
A
VA 5+50
AT IVANHOE RD PROFILE
CONNECTION TO VESTAL AVE
ALTERNATE 1
DG
N$
SY
TI
ME0123456
DG
N$
US
ER
NA
ME
BRIDGES CULVERTSPIN 9038.26
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
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.
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
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,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NYS ROUTE 434 GREENWAY
PENNSYLVANIA AVE TO MURRAY HILL ROAD
BROOME 9
CONNECTION TO VESTAL AVE AT IVANHOE RD
845
850
855
860
865
870
875
880
885885
845
850
855
860
865
870
875
880
885885
VA 0+00VA 0+00 VA 1+00 VA 2+00 VA 3+00 VA 4+00 VA 5+00 VA 5+50
840
845
850
855
860860
840
845
850
855
860860
VA 5+50 VA 6+00 VA 7+00 VA 8+00 VA 9+00 VA 10+00 VA 10+40
PVI
VA 0
+49.9
8
EL
EV 879.6
4
PVI
VA 0
+59.9
8
EL
EV 879.4
9
-1.50%
-4.50%
PV
C
VA 8
+14.0
7
EL
EV 845.5
6
PVI
VA 8
+64.0
7
EL
EV 843.3
1
PV
T
VA 9
+14.0
7
EL
EV 843.1
9
-4.50%
-0.24%
L = 100.00 FT.
G1 = -4.50%
G2 = -0.24%
E= 0.53 FT.
HSD = 164.41 FT.
T.G.L.LEVELLEVEL
+1.50%
-1.50%
T.G.L.LEVELLEVEL
+1.50%
-1.50%