Appendix A-2

Plans, Profiles, and Typical Sections 
GENERATOR

72"IRON

BENCH

METALSTAIRS

XFRMR.

FLAG/PAINT (PURPLE)

RIP-RAP

BRIDGE RAIL

CONC.DEBRIS PILE

GRASS

GRASS

METALSTAIRS

BENCH

GRAVELPILE

HANDHOLES (TYP.)

HANDHOLES (TYP.)

E

E

E

T

E

P

T

E

E

E

E

E

S

E

E

S

S

E

E

E

E

E

C

C

GRID

NORTH

RENSSELAER

CITY OF

CITY OF ALBANY STATION

TO

RENSSELAER

HUDSON

RIVER

50’-10"

OUT TO OUT

58

’-4"

OUT TO OUT

OUT TO OUT

50

’-10"

75’-0" 75’-0" 235’-0" 100’-0"

PROPOSED BRIDGE

TRACK 1

TRACK 2

GOVERNMENT CHANNEL

28’-9" X 83’-11"

NEW PIER

188’-7"

NAVIGATION CHANNEL

75’-7" X 100’-8"

NEW PIER 25’-3" X 90’-10"

NEW PIER

25’-3" X 94’-8"

NEW PIER

25’-3" X 81’-0"

NEW PIER

25’-3" X 76’-8"

NEW PIER

QUAY ST.

CENTER ST.

WATER ST.

SEPARATE SPANS

FOR WYE TRACK

I-787 SB

I-787

NB

SPAN SPAN SPAN

75’-0"

SPAN

235’-0"

SPAN

30’-0" SPAN 30’-0" SPAN

SPAN

100’-0"

SPAN

100’-0"

SPAN

100’-0"

SPAN

100’-0"

SPAN

FOR WYE TRACK

WIDTH TAPERS

OUT-TO-OUT

SPANS

MAINLINE

SPANS

TRACK

WYE

+

- 8’-0"

(TYP.)

RETAINING WALL 

RAILROAD 

FACE OF EXISTING 

FOR I-787 (TYP.)

EXISTING COLUMN 

LH NO.10 TURNOUT

LH NO.10 TURNOUT

Vf=35, Vp=40

SUPER=3"

Ls= 385.00’(2)

Ls= 186.00’(1)

R= 1432.69’

L= 263.10’

Dc= 4°00’00.00"

DELTA= 21°56’30.42"

C# 3NBL2

Vf=15, Vp=20

SUPER=1"

Ls=62.00’

R= 425.40’

L= 636.32’

Dc= 13°30’00.00"

DELTA= 94°15’12.15"

C# 3W2

Vf=10, Vp=15

SUPER=0.0000

R= 955.37’

L= 95.41’

Dc= 5°59’59.91"

DELTA= 5°43’29.00"

C# 3W3

ALIGNMENT TO THE NORTH

REPLACEMENT ON ADJACENT

Vf=35, Vp=40

SUPER=3"

Ls= 186.00’

R= 1185.78’

L= 236.54’

Dc= 4°50’00.00"

DELTA= 20°25’12.81"

C# 3SBL2

Vf=25, Vp=30

SUPER=3"

Ls= 248.00’

R= 573.69’

L= 621.98’

Dc= 10°00’00.00"

DELTA= 86°58’00.45"

C# 3NBL1

Vf=25, Vp=30

SUPER=3"

Ls= 248.00’

R= 573.69’

L= 621.98’

Dc= 10°00’00.00"

DELTA= 86°58’00.45"

C# 3SBL1

Vf=10, Vp=15

SUPER=0.0000

R= 955.37’

L= 95.41’

Dc= 6°00’00.00"

DELTA= 5°43’29.00"

C# 3W1

100 0 100 200 300 400’

1" = 200’

GRADE

RAMP ON 

APPROACH 

RTE. 9 

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

NA-1

FOR RTE. 9 RAMP

APPROX. TOE OF SLOPE 

BRIDGE

EXISTING 

USE PATH (SUP)

PROPOSED SHARED 

CW MONTGOMERY,LLC (R.O.)

T.M.65.20-2-32

B 2855 / P 89

1+00

5+00

10+00

15+00

1+31.25

PI

2+43.88

PC

3+39.30

PT

4+23.70

TS

4+85.70

SC

11+22.02

CS

11+84.02

ST

12+81.74

PC

13+77.15

PT

5+00

10+00

15+00

20+00 25+00 30+00

35+00

36+65

6+29.63

TS

8+77

SC

.63

14+99.61

CS

17+47

61.

ST

27+62

67.

TS

29+4867.

S

32

C

+11.78

CS

35+96.78

S

36

T

+65.08

POE

5+00

10+00

15+00

20+00 25+00 30+00

35+00

36+33

6+16.34

TS

8+64

SC

.34

14+86.32

CS

17+34

32.

ST

27+84

10.

TS

29+7010.

SC

32+06.64

CS

33+92.64

ST

36+33.13

POE

5+00 10+00

15+00

POE 15+09.76

POB 1+00.00

PI14+79.76

2/14/2019mbonadonna

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JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350
O

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JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

31+00

32+00

33+00

34+00

35+00

36+00

36+65

32+11.78

CS

35+96.78

ST

36+65.08

POE

31+00

32+00

33+00

34+00

35+00

36+00

36+33

32+06.64

CS

33+92.64

ST

36+33.13

POE

Vf=35, Vp=40

SUPER=3"

Ls= 385.00’(2)

Ls= 186.00’(1)

R= 1432.69’

L= 263.10’

Dc= 4°00’00.00"

DELTA= 21°56’30.42"

C# 3NBL2

Vf=35, Vp=40

SUPER=3"

Ls= 186.00’

R= 1185.78’

L= 236.54’

Dc= 4°50’00.00"

DELTA= 20°25’12.81"

C# 3SBL2

TRACK 1

TRACK 2

CONC.

CONCRETE

METALRAILING

WALL

CONCRETE

CONC.

WALL

WALL

00+ 34 2 00+ 235 36 2 00+ 237 00 + 832 00 + 239 00 +

SUMP=2.23

B INV=4.03,18"RCP

A INV=5.53,18"RCP

RIM=12.53

DMH 4156

SUMP=5.69

INV= ,DEBRIS SHIELD CAN’T SEE

RIM=12.29

DS 123

SUMP=6.03

INV= ,DEBRIS SHIELD CAN’T SEE

RIM=12

DS

.03

124

WV

EMH

EMH

CONC.WALL

DO N

ENTER

OT

GRANITE

GRANITE

CONC.BARRIER

BOX

ELEC.

M

POST

ETAL

BOX

CALL

ULP

ULP

RIM=12

EMH

.83

4930

RIM=12.88

EMH 4929

PIER PIER PIER

PIER PIER

PIER

FIBER

OPTIC

TELEC

FIBER OPTIC TELECOM UNDERGROUND FACILITIES (APPROXIMATE LOCATION)

DSM

GENERATOR

METALSTAIRS

PAD

CHAINLINK FLAG/PAINT (PURPLE)

BRIDGE RAIL

(DOWN WALL)

CONDUITS

4"CONDUIT (4)

4"CONDUIT (4)

CENTRE

ST.

LIVINGSTON AVE.

RT.9

WATER

ST.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

RT.787

(EASTBOUND)

STA 235+94.55

>

BRIDGE DRAIN

6"CIP

BRIDGE DRAIN

6"CIP

E

E

N 1393190.9040

E 695371.8362

ELEV 33.466 m

TOP WALL

N 1393395.2790

E 695198.9283

ELEV 35.287 m

N 1393395.2790

E 695198.9283

ELEV 35.287 m

N 1393395.2790

E 695198.9280

ELEV 35.287

N

’

1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

WOOD WALKWAY

CONCRETE WALKWAY

CENTRE

ST.

LIVINGSTON AVE.

CITY OF

ALBANY - WATER STREET

EXISTING STREET BDY.

EXISTING STREET

BDY.

EXISTING STREET

BDY.

EXISTING STREET

BDY.

EXISTING STREET BDY.

EXISTING STREET

BDY.

1968

HIGHWAY

BDY.

1968

HIGHWAY

BDY.

1968

HIGHWAY

BDY.

1966 HIGHWAY BDY.

B 2158 / P 1133

T.M.65.20-2-31

(REPUTED OWNER)

CONSOLIDATED RAIL CORPORATION

CW MONTGOMERY,LLC (R.O.)

T.M.65.20-2-32

B 2855 / P 89

M195

P229

1967

M255

P366

1968

M284

P401

1968

M228

M254

P365

1966

CITY OF ALBANY (R.O.)

CITY OF

ALBANY

(R.O.)

(UNDER THE JURISDICTION OF NYSD

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YO

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

(UNDER

THE

JURISDICTION OF

NYSDOT)

(REPUTED OWNER)

THE

PEOPLE

OF

THE STATE

OF

NEW

YORK

TP-1

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2
2/15/2019

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PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

26+00 27+00 28+00 29+00

30+00

27+62

67.

TS

29+4867.

SC

26+00 27+00 28+00 29+00

30+00

27+84

10.

T

2

S

9+7010.

SC

TRACK 1

TRACK 2

NEW RETAINING WALL

MOHAWK HUDSON HIKE

BIKE TRAIL

ULP

MET

BLDG.

AL

BLDG

MET

.

AL

S

LIGHT

IGNAL

ULP

BOX

ELEC.

C

POINT

ONTROL

C

POST

ONC.

CONCRETE

CONCRETE

SWITCH

SIGNAL

C

POST

ONC.

C

POINT

ONTROL

EW

00+822 00 + 29 2 00+ 30 2 00 +132 00+232 00 +332

SUMP=6.33

INV= ,DEBRIS SHIELD CAN’T SEE

RIM=10.83

DS 103

SUMP=0.73

INV=8.93,18"RCP

RIM=12

DS

.43

117

SUMP=5.97

INV=6.07,18"CMP

RIM=10

DS

.97

105

SUMP=4.42

INV=4.92,18"CMP

RIM=10

DS

.92

4137

CONC.

ULP

ULP

ULP

DSM

PIER PIER

PIER PIER

PIER PIER PIER

FIBER OPTIC TELECOM UNDERGROUND FACILITIES (APPROXIMATE LOCATION)

(OVERHEAD ELECTRIC TO BRIDGE)

ULP

ULP

ULP

ULP

(F.O.DEPTH 26"+/-ALONG ABUT.)

PROPERTY

PRIVATE

CAB.

RIP-RAP

(DOWN WALL)

CONDUITS

TIMBER

HOUSE"

"WEST

BUILDING OLD BUILDINGS

S

MAST

IGNAL

(4)

POSTS

ANGLE

S

MAST

IGNAL

METALSTAIRS

ASPHALT

HANDHOLES (TYP.)

QUAY

ST.

ASPHALT

ASPHALT

RT.787

(EASTBOUND)

RT.787

(WESTBOUND)

C

BRIDGE DRAIN

6"CIP

18"RCP

BRIDGE DRAIN

6"CIP

B

A

C

12"RCP 15"RCP

N 1393292.2760

E 695740.2890

ELEV 11.021m

N 1393292.2760

E 695740.2890

ELEV 11.021’

N 1393292.2690

E 695740.2830

ELEV 11.023 m

N 1393292.2692

E 695740.2833

ELEV 11.024 m

N 1393292.2692

E 695740.2833

ELEV 11.024 m

N 1393292.2692

E 695740.2833

ELEV 11.024 m

N 1393087.0227

E 695650.8108

ELEV 12.471m

N 1393070.4450

E 695680.2600

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393018.4060

E 695629.0022

ELEV 13.432 m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3920

E 695629.0000

ELEV 13.441m

(STAMPED:8518995D 1982)

RETAINING WALL

SET IN CONCRETE

TIDAL BM DISK (PID MZ1406)

ELEV=15.76

BM "A"(#3045)

E

E

STE

M

PS

ETAL

N 1393190.9040

E 695371.8362

ELEV 33.466 m

8759

N 1393045.3930

E 695819.2442

ELEV 34.064 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4770

E 695850.2170

ELEV 34.376 m

FACE OF TRUSS

E

FACE OF TRUSS

C

C

WIRE EL

+

=67.1

WIRE EL=67.8

+

US..GOVERMENT PIERHEAD & BULKHEAD LINE

US..GOVERMENT PIERHEAD & BULKHEAD LINE

AND DESIGNATED AS THE "ALBANY BASIN")

(PART OF THE HUDSON RIVER KNOWN

OF THE STATE OF NEW YORK

LANDS OF THE PEOPLE

1966

HIGHWAY BDY.

1965 HGIHWAY BDY.

1965 HIGHWAY BDY.

1965 HWY.BDY.

1954 HIGHWAY BDY.

EXISTING STREET BDY.

EXISTING STREET BDY.

B 51 / P 500

T.M.65.20-4-1

(REPUTED OWNER)

CSX TRANSPORTATION INC.

M228

P329

1965

P.E.

M12

P17

1954

M228

P330

1965

P.E.

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

M228

P331

1965

TP-2

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-1

MATCH TO DWG. NO TP-4

MATCH TO DWG. NO TP-3
I

2/15/2019mbonadonna

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JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

MOHAWK HUDSON HIKE

BIKE T

EW

WAY

ONE

ENTE

DO NO

R

T

WAY

ONE

CLUSTER

CRABAPPLE

4"

ASH

12"

ASH

12"

ASH

12"

ASH

12"

CLUSTER

CRABAPPLE

6"

OAK

12"

10

MAPLE

"

10

MAPLE

"

10

MAPLE

"

1

MAPLE

0"

SYCAMORE

24"

DOGWOOD

24"

ASH

12"

ASH

15"

ROU

B

TE

IKE

SUMP=8.17

INV= ,DEBRIS SHIELD CAN’T SEE

RIM=16.17

DS 114

B INV=15.93,18"RCP

A INV=16.73,18"RCP

RIM=20.53

DS 8807

C INV=5.79,24"RCP

B INV=13.59,18"RCP

A INV=5.89,24"RCP

RIM=17

DMH

.09

119

SUMP=6.54

C INV=8.44,15"RCP

B INV=8.24,24"RCP

A INV=8.34,18"RCP

RIM=12

DS

.54

116

INV=

RIM=17

DMH

.25

115

CONCRETE

PAVEMENT

EMH

EMH

EMH

ULP

ULP

WOODED

RIM=15

EMH

.95

4656

RIM=14

EMH

.73

4657

EM

R

H

IM=15.81

4655

CHAINLINK

PIER

PIER

RGB

RGB

RGB

RGB

FIBER

OPTIC

TELECOM

UNDERGROUND

FACILITIES (APPROXIMATE LOCATION)

NO

PARKING

25

CU

MPH

RVE,ENTE

DO NO

R

T

TIMBER

TIMBER

ONEWAY

RIVERFRONT

CORNING

RT.9

C

A

B

A

C

B

T

E

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

(STAMPED:8518995D 1982)

RETAINING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WALL

SET IN CONCRETE

TIDAL BM DISK (PID MZ1406)

ELEV=15.76

BM "A"(#3045)

E

B

E

A

SIGNAL POLE BOLT

CUT ’X’ON SW

ELEV=35.91

BM 3211

US..GOVERMENT P

M

1954

12 / P 16

CITY OF ALBANY

RIVER FRONT ARTERIAL

M

1966

202 / P 264

CONNECTION 540

INTERSTATE ROUTE

(UNOPENED)

CITY OF ALBANY

LIVINGSTON AVENUE

EXISTING STREET BDY.

EXISTING STREET BDY.

EXSITNGI STREET BDY.

EXISTING STREET

BDY.

EXSITNGI STREET BDY.

EXISTING

HIGHWAY

BDY. EXISTING HIGHWAY

BDY.

2002

M 831-C / P 1084

GREEN ST.TO COLUMBIA ST.

CONNECTION 540-1-1.2

INTERSTATE ROUTE

CITY OF ALBANY (R.O.)

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

(UNDER THE JURISDICTION OF NYSDOT)

(REPUTED OWNER)

THE PEOPLE OF THE STATE OF NEW YORK

TP-3

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2
2/15/2019

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JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

20+00 21+00 22+00 23+00 24+00 25+00

19+00 20+00 21+00 22+00 23+00 24+00 25+00

TRACK 1

TRACK 2

LH NO.10 TURNOUT

TIMBER

TMIBER

TIMBER

TIMBER

TIMBER

00 +222 00 +322 00+ 224 00 +5 22 00+ 26 2 00+722

FACE OF TRUSS

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N

 

 

 

 

1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0520

ELEV 33.420 m

FACE OF TRUSS FACE OF TRUSS

FACE OF TRUSS

RENSSLELAER COUNTY

ALBANY COUNTY

("THE WATERS OF THE HUDSON RIVER")

OF THE STATE OF NEW YORK

LANDS OF THE PEOPLE

TP-4

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2MATCH TO DWG. NO TP-5
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

14+00

16+

15+00

00

17+00 18+00

14+99.61

CS

17+47

61.

ST

13+00

14+00

15+00

16+00

17+00 18+00

14+86.32

CS

17+34

32.

ST

1+00 2+00 3+00

4+00 5+00

6+00

7+00

1+31.25

PI

2+43.88

PC

3+39.30

PT

4+23.70

TS

4+85.70

SC

Vf=10, Vp=15

SUPER=0.0000

R= 955.37’

L= 95.41’

Dc= 6°00’00.00"

DELTA= 5°43’29.00"

C# 3W1

Vf=15, Vp=20

SUPER=1"

Ls=62.00’

R= 425.40’

L= 636.32’

Dc= 13°30’00.00"

DELTA= 94°15’12.15"

C# 3W2

TRACK 1

TRACK 2

TRACK 1

TRACK 2

WYE TRACK

POB 1+00.00

LH NO.10 TURNOUT

WYE TRACK

LID UNABLE TO OPEN

NOTE:SECONDARY CONCRETE

RIM=15.34

SMH 3140

N 1392618.8464

E 696662.5193

N 1392618.8464

E 696662.5193

N 1392618.8464

E 696662.5193

N 1392618.8470

E 696662.5190

mm

mm

 

 

 

 

 

 

S

IN TOP ABUTMENT

CHISELED SQUARE

ELEV=30.90

BM 2530

U.S.GOVERMENT

PIERHEAD

& BULKHEAD

LINE

"FORMERLY UNDER THE WATERS OF THE HUDSON RIVER"

T.M.143.28-1-1.1

(REPUTED OWNER)

LANDS OF THE PEOPLE OF THE STATE OF NEW YORK

"FORMERLY UNDER THE WATERS OF THE HUDSON RIVER"

T.M.143.28-1-1.1

REPUTED OWNER)

LANDS OF THE PEOPLE OF THE STATE OF NEW YORK

TP-5

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-4

MATCH TO DWG. NO TP-6

MATCH TO DWG. NO TP-7
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

12+00

13+00

12+00

Vf=25, Vp=30

SUPER=3"

Ls= 248.00’

R= 573.69’

L= 621.98’

Dc= 10°00’00.00"

DELTA= 86°58’00.45"

C# 3NBL1

Vf=25, Vp=30

SUPER=3"

Ls= 248.00’

R= 573.69’

L= 621.98’

Dc= 10°00’00.00"

DELTA= 86°58’00.45"

C# 3SBL1

11+00

12+00

13+00

14+00

TRACK

TROY LEAD 

CONC.DEBRIS PILE

SWITCH

N 1392363.0850

E 697267.2766

ELEV 23.781m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

B 1386 / P 304

T.M.144.21-2-20

(REPUTED OWNER)

GLEN FORD SMART

B 1768 / P 6

T.M.144.21-2-21

(REPUTED OWNER)

MARCIA A. 

 

 

 

 

COLEMAN

B 3558 / P 120

T.M.144.21-2-22

(REPUTED OWNER)

JOSEPH P.RYAN

B 249 / P 6

T.M.144.21-2-23

(REPUTED OWNERS)

& GENE W.GARHARTT

KAREN TROXELL-GERHARTT

B 69 / P 2226

T.M.144.21-2-24

(REPUTED OWNER)

PATRICIA A.DOW

B 1709 / P 50

T.M.144.21-2-26

(REPUTED OWNER)

JOSEPH & MARY J.RYAN

B 4589 / P 109

T.M.144.21-2-27

(REPUTED OWNER)

LAWRENCE M.RUCHEL

B 4518 / P 290

T.M.144.21-2-28

(REPUTED OWNERS)

CHRISTINE BUDESHEIM

GLEN HACKEL &

B 5347 / P 3

T.M.144.21-2-29

(REPUTED OWNER)

GLENDON HACKEL

B 372 / P 2277

T.M.144.29-1-1

(REPUTED OWNER)

CITY OF RENSSELAER

B 236 / P 479

T.M.144.29-1-2

(REPUTED OWNER)

NATHAN BUTLER

B 1340 / P 404

T.M.144.29-1-4

(REPUTED OWNER)

NATHAN BUTLER

AS BEING OWNED BY AMTRAK (NYRR-6 PG A-9)

NOTE:ON THE GIS VAL MAP THIS PARCEL IS SHOWN

B 117 / P 2281

T.M.144.21-1-6

(REPUTED OWNER)

FIRST RENSSELAER CORP.

TP-6

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-5

MATCH TO DWG. NO TP-12

MATCH TO DWG. NO TP-8
2/15/2019mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

12+00

13+00

17+00 16+00 15+00 14+00

11+00

12+00

13+00

17+00 16+00 15+00 14+00

4+00

5+00 6+00

7+00

8+00

TRACK 1

TRACK 2

WYE TRACK

TRACK 2

WYE TRACK

YARD TRACK

REALIGN AMTRAK

CONC.

CHAINLINK

RR

TIES

GRAVEL

(CSX PROPERTY)

SIGN

CONC.ABUTMENT

CONC.ABUTMENT

EW

EW

215+00 216+00

217+00

00 + 18 2 00+9 21 00 +0 22 00 + 21 2

NO TRESPASS

AMTRAC

PAD

CAB.

CAB.

CAB.

CONDUIT

4"CONDUIT

"CP LAB"

BLDG.

"CP LAB"

BUILDING

S

MAST

IGNAL

S

MAST

IGNAL

S

LIGHT

IGNAL

SWITCH

HANDHOLES (TYP.)

STA 217+3144.

>

ATS 216 23 + 37.

>

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1770

E 696592.8860

ELEV 0.656 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8470

E 696662.5190

ELEV 1.558 m

A1

A2

A3

A4

WETLAND

A’’

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.2950

E 696835.3430

ELEV 29.324 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8330

E 696812.0040

ELEV 30.145 m

FACE OF TRUSS

FACE OF TRUSS

WIRE EL=61.5

+

WIRE EL=70.5

+

US..GOVERMENT PEIRHEAD & BULKHEAD LNIE

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

DRAWER

2009

MAP 42

DATED 1/23/06

TRAIL EASEMENT

CITY OF RENSSELAER

"FORMERLY UNDER THE WATER

T.M. 

LANDS OF THE

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

TP-7

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-8

MATCH TO DWG. NO TP-5
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

8+00

9+00

10+00

11+00

8+77 SC

.63

8+00

9+00

10+00

11+00

8+64 SC

.34

TRACK 1

TRACK 2

TRACK 1

8+00

9+00

10+00

TRACK

TROY LEAD (4"X4"

I-BEAM)

MPIR

(4"X4"

I-BEAM)

MPIR

CHANILNIK

XFRMR.

CAB.

CONC.DEBRIS PILE

SLIGHT IGNAL

GRAVEL

PILE

OLD

SIGN

BASE

CUT

SQUARE

ON

ELEV=24.86 BM A (3045)

B

1340

/

P

404

T

.M

.

144

.29-1-4

(REPUTED OWNER) NATHAN BUTLER B 42 / P 625 T.M.144.29-1-5 (REPUTED OWNERS) & JOANNE KALSHER MICHAEL J.KALSHER B 1340 / P

404

T

.M

.

144

.29-1-6

(REPUTED OWNERS) & SUSAN M.HOGAN PETER M.HOGAN B 1335 / P 843 T.M.144.29-1-7 (REPUTED OWNERS) SUSANNE M.HOGAN PETER M.HOGAN &

B

372

/

P

2286

T

.M

.

144

.29-1-8

(REPUTED

OWNER)

CITY

OF

RENSSELAER B 3662 /

P

290

T

.M

.

144

.29-1-9

(REPUTED OWNER)

CITY

OF

RENSSELAER

B

1010

/

P

113

T

.M

.

144

.29-1-10

(REPUTED OWNER) MARK S.FAZEKAS

CATHERINE

ST.

AS

BEING OWNED

BY AMTRAK

(NYRR-1

PG

A-4)

NOTE:

ON

THE

GIS

VAL

MAP

THIS

PARCEL

IS

SHOWN

B

161

/

P

1401

T

.M

.

143

.44-1-2

(REPUTED

OWNER)

NEW

YORK

CENTRAL LINES

LLC

B

161

/

P

1401

T

.M

.

143

.44-1-2

(REPUTED OWNER)

NEW

YORK

CENTRAL LINES

LLC

TP-8

200 20 40 60 80’

1" = 40’ GRID NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-9

MATCH TO DWG. NO TP-6

MATCH TO DWG. NO TP-7
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

5+00 6+00 7+00

6+29.63

TS

5+00 6+00 7+00

6+16.34

TS

TRACK 1

TRACK 2

5+00 6+00 7+00

TRACK

TROY LEAD 

CHAINLINK

TANK

FUEL

ASPHALT

CHAINLINK

TANK

FUEL

BOLLARDS

BOLLARDS

BOLLARDS

GRAVEL

ULP

WELL

MONITOR

PAD

CONC.

SWITCH

ULP

SIGN

STOP

GRAVEL

211+00

212+00

GATE

B 372 / P 2292

T.M.144.29-1-11

(REPUTED

 

 

 

 

OWNER)

CITY OF RENSSEL

B

AER

1010 / P 113

T.M.144.29-1-10

(REPUTED OWNER)

MARK S.FAZEKAS

B 1700 / P 105

T.M.144.29-1-12

(REPUTED OWNER)

CATHERINE STEWART

B 997 / P 89

T.M.144.29-1-13

(REPUTED OWNER)

NANCY WHITMORE

B 997 / P 89

T.M.144.29-1-14

(REPUTED OWNER)

NANCY WHITMORE

B 1358 / P 484

T.M.144.29-1-15

(REPUTED OWNER)

CITY OF RENSSELAER

B 1358 / P 484

T.M.144.29-1-16

(REPUTED OWNER)

CITY OF RENSSELAER

B 395 / P 710

T.M.144.29-1-17

(REPUTED OWNERS)

& LAURA BUTLER

DY-WANE BUTLER

B 4791 / P 29

T.M.144.29-1-18

(REPUTED OWNER)

CHERYLE L.WEBBER

B 997 / P 97

T.M.144.29-1-19

(REPUTED OWNER)

THROUGH VICTORIA DANISH

BROADWAY TRUST ACTING

B 997 / P 97

T.M.144.29-1-20

(REPUTED OWNER)

THROUGH VICTORIA DANISH

BROADWAY TRUST ACTING

B 1654 / P 25

T.M.144.29-1-22

(REPUTED OWNERS)

& MARY P MASKELL

BERNARD F.MASKELL

TP-9

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-10

MATCH TO DWG. NO TP-8
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

2+00 3+00

4+00

2+00 3+00

4+00

TRACK 1

TRACK 2

2+00

3+00

4+00

TRACK

TROY LEAD 

ULP

TAN

F

K

UEL

ASPHALT

GRAVEL

ASPHALT

PAD

CONC.

PAD

UMH

CONC.

GRAVEL

SWITCH

SWITCH

UMH

U

UMH

MH

UMH

UMH

CHANIL

G

NKI

RAVEL

FUEL LINE

FUEL LINE

FUEL LINE

FUEL LINE

PAD

CONC. FU

VALVES

EL

HYD.

ULP

GRAVEL

PAD

CONC.

BOLLARDS PAD

CONC.

PAD

CONC.

WO

STAIRS

ODEN

WHEEL

RAMP

UMH

UMH

DMH

DS

WV

207+00

208+00

209+00

210+00

CHANILNKI

PAD

SWITCH

S

MAST

IGNAL

W

E

12P"VC

12P"VC

2"PVCs

6"TILE

B

 

 

1654 / P 25

T.M.144.29-1-22

(REPUTED OWNERS)

& MARY P MASKELL

BERNARD F.MASKELL

B 4001 / P 192

T.M.144.29-1-23

(REPUTED OWNERS)

BRUCE STUTO,JR.

BRUCE STUTO &

B 4416 / P 76

T.M.144.29-1-24

(REPUTED OWNER)

ASHWORTH PROPERTIES,LLC

B 4418 / P 325

T.M.144.29-1-26

(REPUTED OWNERS)

& DAVID MARTYN

MARY ANN MARTYN

B 4418 / P 325

T.M.144.29-1-27

(REPUTED OWNER)

MARY ANN MARTYN

B 128 / P 1394

T.M.144.29-1-28

(REPUTED OWNERS)

MARYANN MARTYN

JAMES P.MARTYN &

B 71 / P 1280

T.M.144.29-1-29

(REPUTED OWNERS)

& RITA G.HOYDA

JEANETTE M.MERCURIO

B 997 / P 93

T.M.144.29-1-30

(REPUTED OWNER)

THROUGH NANCY WHITMORE

BROADWAY TRUST ACTING

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-11

MATCH TO DWG. NO TP-9

TP-10
2/15/2019mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

-1+00 0+00 1+00 0+00

0+00.00

PI

-1+00 0+00 1+00 0+00

0+00.00

PI

TRACK 1

TRACK 2

0+00

1+00

TRACK

TROY LEAD 

CHANILNKI

BOX

ELEC.

EL

BOXES

EC.

GRAVEL

ASPHALT

UMH

CONCRETE

CONCRETE

GRAVEL

GRAVEL

ASPHALT

BOLLARD

SIGN

STOP

GRAVEL

SWITCH

203+00 204+00 205+00

206+00

CHANILNKI

CAB.

PAD

LIGH

S

T

IGNAL

SWITCH SWITCH

CAMERAS

SECURITY

STA 205+71.12

>

N 1391330.7860

E 696942.0085

ELEV 25.681m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

B 997 / P 93

T.M.144.29-1-30

(REPUTED OWNER)

THROUGH NANCY WH

BROADWAY TRU

B 3173 / P 70

T.M.144.29-1-35

(REPUTED OWNER)

BARBARA J.VAN

B

BERGEN

1710 / P 140

T.M.144.29-1-34

(REPUTED OWNERS)

MARY H.BORCSOK

ISTVAN &

B 4310 / P 146

T.M.144.29-1-33

(REPUTED OWNER)

NICOLE LAJOY

B 4087 / P 306

T.M.144.29-1-36

(REPUTED OWNERS)

PAUL R.GABORIAULT

CECILE GABORIAULT &

B 1628 / P 313

T.M.143.44-2-1

(REPUTED OWNER)

FRED SHAPIRO

B 4389 / P 72

T.M.143.44-2-2

(REPUTED OWNER)

THE CITY OF RENSSELAER

B 1771 / P 203

T.M.143.44-2-3

(REPUTED OWNER)

BERNADETTE A.HURLEY

B 1351 / P 27

T.M.143.44-2-4

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 4070 / P 23

T.M.143.44-2-5

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-10

TP-11
2/15/2019

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PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

8+00

9+00

10+00

11+00

Vf=15, Vp=20

SUPER=1"

Ls=62.00’

R= 425.40’

L= 636.32’

Dc= 13°30’00.00"

DELTA= 94°15’12.15"

C# 3W2

15+00

WYE TRACK

TRACK

TROY LEAD 

B3

B2

B1

B4

B5

B6

B8

B7

WETLAND ’B’

B 1306 / P 65

T.M.144.21-2-13

(REPUTED OWNER)

JAMES A.MARVEL

B 4930 / P 274

T.M.144.21-2-14

(REPUTED

 

 

 

 

 

 

 

 

 

 

 

OWNER)

HOMESALES,INC.

B 1779 / P 133

T.M.144.21-2-15

(REPUTED OWNER)

OLIVER DOUGLAS JR.

B 3494 / P 187

T.M.144.21-2-16

(REPUTED OWNER)

TINA PRICE

B 1538 / P 24

T.M.144.21-2-17

(REPUTED OWNERS)

NANCY S.FACTEAU

PAUL W.SHIMKO &

B 1506 / P 136

T.M.144.21-2-18

(REPUTED OWNER)

THERESA MELENDEZ

B 1154 / P 193

T.M.144.21-2-19

(REPUTED OWNERS)

DOROTHY J.MELLEN

JOHN J.MELLEN &

B 1386 / P 304

T.M.144.21-2-20

(REPUTED OWNER)

GLEN FORD SMART

B 1232 / P 1

T.M.144.21-1-4.1

(REPUTED OWNER)

POLSINELLO TERMINALS,INC.

B 1232 / P 1

T.M.144.21-1-5.1

(REPUTED OWNER)

POLSINELLO TERMINALS,INC.

B 1001 / P 229

B 1000 / P 503,

B 1000 / P 496,

B 1000 / P 211,

B 998 / P 436,

75’WIDE EASEMENT

CORPORATION

NIAGARA MOHAWK POWER

TP-12

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-6

MATCH TO DWG. NO TP-13
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

12+00 13+00

14+00

11+22.02

CS

11+84.02

ST

12+81.74

PC

13+77.15

PT

Vf=10, Vp=15

SUPER=0.0000

R= 955.37’

L= 95.41’

Dc= 5°59’59.91"

DELTA= 5°43’29.00"

C# 3W3

WYE TRACK

CHANILNKI

B 1064 / P 101

T.M.144.21-2-4

(REPUTED OWNER)

ELIZABETH HADER

B 206 / P 2370

T.M.144.21-2-5

(REPUTED OWNER)

JACKLYN NIXON

B 118 / P 69

T.M.144.21-2-10

(REPUTED OWNERS)

PATRICE A.MCCLINTOCK

BRIAN S.MCCLINTOCK &

B 1221 / P 11

T.M.144.21-2-11

(REPUTED OWNERS)

BETTY J.ARCHAMBAULT

ARTHUR M.ARCHAMBAULT &

B 1847 / P 146

T.M.144.21-2-12

(REPUTED OWNER)

MICHAEL J.ROONEY JR.

B 1232 / P 1

T.M.133.77-1-7.1

(REPUTED OWNER)

POLSINELLO TERMINALS,INC.

B 1232 / P 1

T.M.144.21-1-1.1

(REPUTED OWNER)

POLSINELLO TERMINALS,INC.

B 1232 / P 1

T.M.144.21-1-2.1

(REPUTED OWNER)

POLSINELLO TERMINALS,INC.

B 1476 / P 347

T.M.144.21-1-3.1

(REPUTED OWNER)

FIRST RENSSELAER CORP.

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

TP-13

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-12

MATCH TO DWG. NO TP-14
2/15/2019

mbonadonna

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 

DATE 11/28/2018

1935.49

ALBANY

1007350

15+00

15+10

14+79.76

PI

WYE TRACK

POE 15+09.76

LH NO.10 TURNOUT

CHANILNIK

SILOS

CHANILNIK

24"STL

SMH

24"CMP

1/2 FULL DEBRIS

B INV-14.69,24"CMP

A INV=14.69,24"CMP

RIM=17

DMH

.94

100

RIM=16

SMH

.49

A

B

INV=14.92

INV=15.51 S

INV=18.41

N 1393459.3248

E 697401.1243

ELEV 18.817 m

N 1393280.8590

E 697551.4398

ELEV 21.279 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

B 1245 / P 848

T.M.133.77-9-1.2

(REPUTED OWNER)

ANTHONY J.HILL,INC.

B 1577 / P 104

T.M.133.77-1-4

(REPUTED OWNER)

OF THE HUDSON,INC.

MARINE MANAGEMENT

B 1234 / P 359

T.M.133.77-1-5

(REPUTED OWNER)

SEWER DISTRICT #1

RENSSELAER COUNTY

B 1474 / P 203

T.M.133.77-1-6.1

(REPUTED OWNER)

FIRST RENSSELAER CORP.

RIVER"

WATERS OF THE HUDSON

"FORMERLY UNDER THE

T.M.133.77-1-4

THE STATE OF NEW YORK

OF

LANDS OF THE PEOPLE

RIVER"

WATERS OF THE HUDSON

"FORMERLY UNDER THE

T.M.133.77-1-6.2

THE STATE OF NEW YORK

OF

LANDS OF THE PEOPLE

TP-14

20 0 20 40 60 80’

1" = 40’

GRID

NORTH

NORTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-13






















GENERATOR

72"IRON

BENCH

METALSTAIRS

XFRMR.

FLAG/PAINT (PURPLE)

RIP-RAP

BRIDGE RAIL

CONC.DEBRIS PILE

GRASS

GRASS

METALSTAIRS

BENCH

GRAVELPILE

HANDHOLES (TYP.)

HANDHOLES (TYP.)

42"RCP 42"RCP

42"RCP (OUTLET TO RIVER)

E

E

E

T

E

P

T

E

E

E

E

E

S

E

E

S

E

E

E

W

E

E

E

E

C

C

GRID

NORTH

100 0 100 200 300 400'

1" = 200'

ALIGNMENT TO THE SOUTH

REPLACEMENT ON ADJACENT

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

SA-1

CITY OF ALBANY

RENSSELAER

CITY OF

STATION

TO

RENSSELAER

HUDSON

RIVER

50'-10"

OUT TO OUT

58'-4"

OUT TO OUT

50'-10" OUT TO OUT

100'-0" 75'-0" 75'-0" 235'-0" 235'-0" 235'-0" 80'-0" 80'-0" 100'-0"

196'-0"

TRACK 2

NAVIGATION CHANNEL

19'-10" X 78'-8"

GOVERNMENT CHANNEL

TRACK 1

EXISTING BRIDGE

CENTER ST.

WATER ST.

QUAY ST.

YARD TRACK

REALIGN AMTRAK

FOR WYE TRACK

SPANS

MAINLINE

WIDTH TAPERS

OUT-TO-OUT

9'-0"

GRADE

RAMP ON 

APPROACH 

RTE. 9 

+

-

RETAINING WALL (TYP.)

FACE OF PROPOSED 

LH NO.10 TURNOUT

LH NO.10 TURNOUT

Vf=10, Vp=15

SUPER=0.0000

R= 716.78'

L= 71.87'

Dc= 8°00'00.00"

DELTA= 5°44'58.64"

C# 5W2

Vf=35, Vp=40

SUPER=2"

Ls= 124.00'

R= 1432.69'

L= 197.07'

Dc= 4°00'00.00"

DELTA= 12°50'29.99"

C# 5NBL-14-2

Vf=35, Vp=40

SUPER=2"

Ls= 124.00'

R= 1432.69'

L= 197.07'

Dc= 4°00'00.00"

DELTA= 12°50'29.99"

C# 5SBL2

MAS=40

Vf=50, Vp=70

SUPER=0.5"

Ls= 62.00'

R= 5729.65'

L= 90.16'

Dc= 1°00'00.00"

DELTA= 1°31'17.62"

C# 5NBL3

Vf=15, Vp=20

SUPER=1"

Ls= 62.00'

R= 425.40'

L= 649.91'

Dc= 13°30'00.00"

DELTA= 96°05'16.24"

C# 5W1

Vf=25, Vp=30

SUPER=3.5"

Ls= 217.00'

R= 573.69'

L= 577.16'

Dc= 10°00'00.00"

DELTA= 79°23'17.64"

C# 5NBL1

Vf=25, Vp=30

SUPER=3.5"

Ls= 217.00'

R= 573.69'

L= 577.16'

Dc= 10°00'00.00"

DELTA= 79°23'17.65"

C# 5SBL1

USE PATH (SUP)

PROPOSED SHARED 

LIFT SPAN

7709023

7709022

BIN: 7709021

BIN: 1092881

BIN: 1092882

BIN: 7092890

PROPOSED BRIDGE

BIN: 770902A

PROPOSED STAGING AREA

EXISTING UTILITY CORRIDOR

ACCESS ROAD ALONG 

PROPOSED CONTRACTOR 

BIN: 7092900

WALKWAY

MAINTENANCE

SPAN 2

GIRDER 

SPAN 1

GIRDER

SPAN 3

FIXED TRUSS SPAN 2 FIXED TRUSS SPAN 1 GIRDER

SPAN 5

GIRDER

SPAN 6

GIRDER

30'-0" TOWER SPAN 2 30'-0" TOWER SPAN 1

FENDER SYSTEM

23'-4" X 85'-8"

PIER 8

23'-4" X 85'-8"

PIER 7

23'-4" X 85'-8"

PIER 6

70'-6" X 91'-0"

PIER 5

19'-10" X 96'-8"

PIER 1

19'-10" X 79'-2"

PIER 2

PIER 3

70'-6" X 91'-0"

PIER 4

PROPOSED STAGING AREA

SPAN 4

GIRDER

WYE TRACK SPANS

11'-10" X 121'-4" PILE CAP

EAST ABUTMENT

FOR RTE. 9 RAMP

APPROX. TOE OF SLOPE 

(TYP.)

FOR I-787 

COLUMN 

EXISTING 

I-787

NB

I-787 SB

11'-10" X 87'-0" PILE CAP

WEST ABUTMENT

4+06.62

TS

6+23

S

.62

C

12+00.77

CS

14+17.77

ST

25+39.73

TS

26+63.73

SC

28+60.80

CS

29+84.80

ST

31+77.83

T

32

S

+39.83

SC

33+29.99

C

3

S

3+91.99

S

34

T

+67.08

POE

3+95.06

TS

6+12

S

.06

C

11+89.22

C

14

S

+06.22

ST

25+17.11

TS

26+41.11

SC

28+38.18

CS

29+62.18

ST

34+35.66

POE

4+3125.

PI

5+94.05

TS

6+56.05

SC

13+05.96

CS

13+67.96

ST

15+16.98

PC

15+88.85

PT

POB 4+0000.

POE 17+60.07

PI17+29.07

1935.49

ALBANY

7092890

AUGUST 2020

8/13/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1
ALIGNMENT TO THE SOUTH

REPLACEMENT ON ADJACENT

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

SA-2

50 0 50 100 150 200'

1" = 100'

PIER 5 PIER 4

1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

ABUTMENT S PIER R PIER O PIER N PIER M PIER L PIER K PIER J PIER I PIER H ABUTMENT G

1271'-10„"

u u

u

EXISTING CHANNEL

GOVERNMENT CHANNEL

PROJECT WIDTH 600'-0" (AS PER NOAA NAUTICAL CHART - COXSACKIE TO TROY)

NAVIGATION CHANNEL

190'-0" (MIN.)

-0.63) EL. 1.72'

M.H.W. (1947 EL. 

-2.94) EL. -0.59'

M.L.W. (1947 EL. 

NOT BE REMOVED

PIER 0 MAY OR MAY

0

20

40

60

80

-20

-40

-60

-80

100

120

140

160

BRIDGE ELEVATION

LOOKING NORTH

M.H.W. EL. 5.1' EL. 21.5'

100 YEAR FLOOD 

M.L.W. EL. 0.2'

1307'-0" TOTAL LENGTH OF BRIDGE

RIVER BOTTOM 20'-5"

COXSACKIE TO TROY)

NAUTICAL CHART -

14'-0" (AS PER NOAA 

PROJECT DEPTH 

MINIMUM CLEARANCE 

IN GOVERNMENT 

CHANNEL 21'-8"

178'-11" 131'-9‚" 131'-7..." 177'-7„" 178'-6" 179'-1" 77'-6" 72'-‚" 71'-4†" 73'-4„"

100'-8"

60'-0" 25'-0"

EXISTING ELEVATION

GOVERNMENT CHANNEL

PROJECT WIDTH 600'-0" (AS PER NOAA NAUTICAL CHART - COXSACKIE TO TROY)

LOOKING NORTH

MECHANICAL HOUSE 

OPERATOR AND 

LIFT SPAN

235'-0"

GIRDER SPAN 1

100'-0"

GIRDER SPAN 2

80'-0"

GIRDER SPAN 3

80'-0"

FIXED TRUSS SPAN 1

235'-0"

FIXED TRUSS SPAN 2

235'-0"

GIRDER SPAN 4

75'-0"

GIRDER SPAN 5

75'-0"

GIRDER SPAN 6

100'-0"

PIER 3 PIER 2 PIER 1

PIER 8 PIER 7 PIER 6

30'-0" TOWER SPAN 2 30'-0" TOWER SPAN 1

PIER 5 PIER 4

ABUTMENT

WEST EAST 

ABUTMENT
O

1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

29+00

30+00

31+00

32+00

33+00

34+00

34+67

29+84.80

ST

31+77.83

TS

32+39.83

SC

33+29.99

CS

33+91.99

ST

34+67.08

POE

29+00

30+00

31+00

32+00

33+00

34+00

34+36

29+62.18

ST

34+35.66

POE

TRACK 1

TRACK 2

STA. 30+96.39

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

STA. 31+20.34

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

14'-0" (MIN.)

22'-3" (MIN.) CLEARANCE

12'-5" (MIN.) CLEARANCE

CURVE 5NBL3

CURVE 5SBL2

CURVE 5NBL2

BIN: 770902A

BIN: 1092881

7709023

7709022

BIN: 7709021

BIN: 7092900

CONC.

CONCRETE

METALRAILING

WALL

CONCRETE

CONC.

WALL

WALL

00+ 34 2 00+ 235 36 2 00+ 237 00 + 832 00 + 239 00 +

SUMP=2.23

B INV=4.03,18"RCP

A INV=5.53,18"RCP

RIM=12.53

DMH 4156

SUMP=5.69

INV= ,DEBRIS SHIELD CAN'T SEE

RIM=12.29

DS 123

SUMP=6.03

INV= ,DEBRIS SHIELD CAN'T SEE

RIM=12

DS

.03

124

WV

EMH

EMH

CONC.WALL

DO N

ENTER

OT

GRANITE

GRANITE

CONC.BARRIER

BOX

ELEC.

M

POST

ETAL

BOX

CALL

ULP

ULP

RIM=12

EMH

.83

4930

RIM=12.88

EMH 4929

PIER PIER PIER

PIER PIER

PIER

FIBER

OPTIC

TELEC

FIBER OPTIC TELECOM UNDERGROUND FACILITIES (APPROXIMATE LOCATION)

DSM

GENERATOR

METALSTAIRS

PAD

CHAINLINK FLAG/PAINT (PURPLE)

BRIDGE RAIL

(DOWN WALL)

CONDUITS

4"CONDUIT (4)

4"CONDUIT (4)

CENTRE

ST.

LIVINGSTON AVE.

RT.9

WATER

ST.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

RT.787

(EASTBOUND)

STA 235+94.55

>

BRIDGE DRAIN

6"CIP

BRIDGE DRAIN

6"CIP

E

E

N 1393190.9040

E 695371.8362

ELEV 33.466 m

TOP WALL

N 1393395.2790

E 695198.9283

ELEV 35.287 m

N 1393395.2790

E 695198.9283

ELEV 35.287 m

N 1393395.2790

E 695198.9280

ELEV 35.287

N

'

1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2726

E 695198.9253

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

N 1393395.2970

E 695199.0270

ELEV 35.335 m

WOOD WALKWAY

CONCRETE WALKWAY

00+ 34 2 00+ 235 36 2 00+ 237 00 + 832 00 + 239 00 +

STA 235+94.55

>

N 1393190.9040

E 695371.8362

ELEV 33.466 m

N 1393395.2790

E 695199.0270

ELEV 35.287'

CENTRE

ST.

LIVINGSTON AVE.

CITY OF

ALBANY - WATER STREET

EXISTING STREET BDY.

EXISTING STREET

BDY.

EXISTING STREET

BDY.

EXISTING STREET

BDY.

1968

HIGHWAY

BDY.

1968

HIGHWAY

BDY.

1966 HIGHWAY BDY.

B 2158 / P 1133

T.M.65.20-2-31

(REPUTED OWNER)

CONSOLIDATED RAIL CORPORATION

B 2855 / P 89

T.M.65.20-2-32

CW MONTGOMERY,LLC (R.O.)

M195

P229

1967

M255

P366

1968

M254

P365

1966

CITY OF ALBANY (R.O.)

CITY OF

ALBANY

(R.O.)

EXISTING STREET

BDY.

EXISTING STREET BDY.

M284

P401

1968

JURISDICTION OF NYSDOT

(UNDER THE

THE STATE OF NEW YORK

THE PEOPLE OF

JURISDICTION OF NYSDOT)

(UNDER THE

THE STATE OF NEW YORK

THE PEOPLE OF

JURISDICTION OF NYSDOT)

(UNDER THE

THE STATE OF NEW YORK

THE PEOPLE OF

TP-1

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

26+00 25+00 24+00

27+00

28+00

25+39.73

T

26

S

+63.73

SC

28+60.80

CS

26+00 25+00 24+00

27+00

28+00

25+17.11

TS

26+41.11

S

28

C

+38.18

CS

TRACK 1

126+00 125+00 124+00

127+00

128+00

129+00

14'-0" (MIN.)

SHARED-USE PATH

REQUIRED FOR 

NEW RETAINING WALL 

CLEARANCE

10'-8" (MIN.) 

CURVE 5NBL2

CURVE 5SBL2

14'-0"

BIN: 1092882

50'-10" OUT TO OUT

TRACK 2

WALKWAY

MAINTENANCE

OUT TO OUT

58'-4"

12'-0"

EXISTING STRUCTURE

30'-11" LIMITS OF

PIER 8 PIER 7

PIER 6

USE PATH (SUP)

PROPOSED SHARED 

GIRDER SPAN 6

GIRDER SPAN 5 GIRDER SPAN 4 FIXED TRUSS SPAN 2

(TYP.)

SLOPE 

TOE OF 

ABUTMENT

WEST 

MOHAWK HUDSON HIKE

BIKE TRAIL

ULP

MET

BLDG.

AL

BLDG

MET

.

AL

S

LIGHT

IGNAL

ULP

BOX

ELEC.

C

POINT

ONTROL

C

POST

ONC.

CONCRETE

CONCRETE

SWITCH

SIGNAL

C

POST

ONC.

C

POINT

ONTROL

EW

00+ 228 00+ 229 00 + 230 00 + 231 00 + 232 00 + 33 2

SUMP=0.73

INV=8.93,18"RCP

RIM=12.43

DS 117

SUMP=6.54

C INV=8.44,15"RCP

B INV=8.24,24"RCP

A INV=8.34,18"RCP

RIM=12

DS

.54

116

SUMP=5.97

INV=6.07,18"CMP

RIM=10.97

DS 105

SUMP=4.42

INV=4.92,18"CMP

RIM=10

DS

.92

4137

CONC.

ULP

DSM

PIER

PIER

PIER PIER

PIER PIER

RGB

RGB

FIBER

OPTIC

TELECOM

UNDERGROUND

FACILITIES (APPROXIMATE LOCATION)

(OVERHEAD ELECTRIC TO BRIDGE)

ULP

(F.O.DEPTH 26"+/-ALONG ABUT.)

PROPERTY

PRIVATE

CAB.

RIP-RAP

(DOWN WALL)

CONDUITS

TIMBER

HOUSE"

"WEST

BUILDING OLD BUILDINGS

S

MAST

IGNAL

(4)

POSTS

ANGLE

S

MAST

IGNAL

METALSTAIRS

ASPHALT

HANDHOLES (TYP.)

RT.9

QUAY

ST.

RT.787

(EA

RT.787

(W

BRIDGE DRAIN

6"CIP

B

A

C

12"RCP 15"RCP

N 1393087.0227

E 695650.8108

ELEV 12.471m

N 1393070.4450

E 695680.2600

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393018.4060

E 695629.0022

ELEV 13.432 m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3920

E 695629.0000

ELEV 13.441m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

(STAMPED:8518995D 1982)

RETAINING WALL

SET IN CONCRETE

TIDAL BM DISK (PID MZ1406)

ELEV=15.76

BM "A"(#3045)

E

E

M

STEPS

ETAL

N 1393190.9040

E 695371.8362

ELEV 33.466 m

8759

N 1393045.3930

E 695819.2442

ELEV 34.064 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4770

E 695850.2170

ELEV 34.376 m

FACE OF TRUSS

E

FACE OF TRUSS

SIGNAL POLE BOLT

CUT 'X'ON SW

ELEV=35.91

BM 3211

C

C

WIRE E

+

L=67.1

WIRE EL=67.8

+

00+ 228 00+ 229 00 + 230 00 + 231 00 + 232 00 + 33 2

N 1393087.0227

E 695650.8108

ELEV 12.471m

N 1393070.4450

E 695680.2600

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393070.4449

E 695680.2602

ELEV 12.848 m

N 1393018.4060

E 695629.0022

ELEV 13.432 m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3922

E 695629.0003

ELEV 13.441m

N 1393018.3920

E 695629.0000

ELEV 13.441m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

N 1393003.3668

E 695614.5005

ELEV 15.760 m

(STAMPED:8518995D 1982)

RETAINING WALL

SET IN CONCRETE

TIDAL BM DISK (PID MZ1406)

ELEV=15.76

BM "A"(#3045)

N 1393190.9040

E 695371.8362

ELEV 33.466 m

N 1393045.3930

E 695819.2442

ELEV 34.064 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1393045.3920

E 695819.2444

ELEV 34.112 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4772

E 695850.2168

ELEV 34.376 m

N 1392994.4770

E 695850.2170

ELEV 34.376 m

SIGNAL POLE BOLT

CUT 'X'ON SW

ELEV=35.91

BM 3211

US..GOVERMENT PIERHEAD & BULKHEAD LINE

M

1954

12 / P 16

CITY OF ALBANY

RIVER FRONT ARTERIAL

(UNOPENED)

CITY OF ALBANY

LIVINGSTON AVENUE

1965 HIGHWAY BDY.

1965 HWY.BDY.

EXISTING STREET BDY.

EXISTING STREET BDY.

EXISTING STREET BDY.

EXSITNGI STREET BDY.

EXISTING

HIGHWAY

BDY.

B 51 / P 500

T.M.65.20-4-1

(REPUTED OWNER)

CSX TRANSPORTATION

M

INC.

228

P329

1965

P.E.

M12

P17

1954

M228

P330

1965

P.E.

1954 HIGHWAY BDY.

(UNDER THE JURISDICTION OF NYSDOT)

THE PEOPLE OF THE STATE OF NEW YORK

JURISDICTION OF NYSDOT)

(UNDER THE

THE STATE OF NEW YORK

THE PEOPLE OF

TP-2

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-1

MATCH TO DWG. NO TP-4

MATCH TO DWG. NO TP-3

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

USE PATH (SUP)

PROPOSED SHARED 

130+00

130 85 + SLOP (TYP.)

TOE OF 

90

PARKING

MIN

WAY

ONE

WAY

ONE

ENTE

DO NO

R

T

WAY

ONE

14

MAPLE

"

ASH

10"

10

MAPLE

"

OAK

14"

ASH

8"

ASH

8"

CLUSTER

CRABAPPLE

4"

14

MAPLE

"

ASH

12"

ASH

12"

ASH

12"

ASH

12"

CLUSTER

CRABAPPLE

6"

ASH

12"

CLUSTER

CRABAPPLE

6"

OAK

12"

1

MAPLE

0"

10

MAPLE

"

1

MAPLE

0"

1

MAPLE

0"

SYCAMORE

24"

DOGWOOD

24"

ASH

12"

ASH

15"

ROU

B

TE

IKE

SUMP=8.17

INV= ,DEBRIS SHIELD CAN'T SEE

DS

RIM=16.17

114

B INV=15.93,18"RCP

A INV=16.73,18"RCP

RIM=20.53

DS 8807

INV=10.05,18"CMP

RIM=13

DS

.65

110

INV=10.46,18"CMP

RIM=14

DS

.16

113

A INV=9.82,18"CMP

A INV=9.82,18"CMP

RIM=13

DS

.92

112

SUMP=4.21

B INV=4.31,24"RCP

A INV=4.41,24"RCP

RIM=18

DS

.21

118

C INV=5.79,24"RCP

B INV=13.59,18"RCP

A INV=5.89,24"RCP

RIM=17

DMH

.09

119

SUMP=6.54

C INV=8.44,15"RCP

B INV=8.24,24"RCP

A INV=8.34,18"RCP

DS

RIM=12.54

116

SUMP=7.91

C INV=9.61,18"CMP

B INV=9.61,18"CMP

A INV=8.31,24"RCP

RIM=14

DS

.21

111

MARKERS

ELECTRIC

WV

HYDRANT

INV=

RIM=17

DMH

.25

115

C

POST

ONC.

CONCRETE

PAVEMENT

EMH

EMH

EMH

ULP

ULP

ULP

WOODED

RIM=15

EMH

.95

4656

RIM=14.73

EMH 4657

RIM=15

EMH

.81

 

 

 

 

 

 

 

 

 

 

 

4655

CHAINLINK

RGB

RGB

FIBER

OPTIC

TELECOM

UNDERGROUND

(APPROXIMATE LOCATION)

96" RCP IN CENTERLINE OF EASEMENT

NO

PARKING

NO

PARKING

25

CU

MPH

RVE,ENTE

DO NO

R

T

TIMBER

TIMBER

TIMBER

ONEWAY

RIVERFRONT

CORNING

B

A

C

A

INV=7.83

A

B

C

A

B

B

T

E

N 1392780.6620

E

B

E

A

E

METE

ELE

R

C.

METE

ELE

R

C.

E

N 1392780.6620

1954

M 12 / P 16

CITY OF ALBANY

RIVER FRONT ART

M

1966

202 / P 264

CONNECTION 540

INTERSTATE ROUTE

EXSITNGI STREET BDY.

EXISTING STREET

BDY. EXISTING HIGHWAY

BDY.

EXISTING

HIGHWAY

BDY.

(APPROXIMATE LOCATION)

96" RCP IN CENTERLINE OF EASEMENT

(UNDER THE JURISDICTION OF NYSDOT)

THE PEOPLE OF THE STATE OF NEW YORK

L 2721 / P 172

TM# 76.08-1-15

CITY OF ALBANY (R.O.)

INTERSTATE ROUTE

CONNECTION 540-1-1.2

GREEN ST.TO COLUMBIA ST.

M 831-C

P 1084

2002

TP-3

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

23+00 22+00 21+00 20+00 19+00 18+00

23+00 22+00 21+00 20+00 19+00 18+00 17+00

TRACK 1

USE PATH (SUP)

PROPOSED SHARED 

123+00 122+00 121+00 120+00 119+00 118+00 117+00

196'-0" NAVIGATION CHANNEL

58'-4" OUT TO OUT

WALKWAY

MAINTENANCE

TRACK 2 14'-0"

12'-0"

EXISTING STRUCTURE

30'-11" LIMITS OF

FIXED TRUSS SPAN 2 TOWER SPAN 2 LIFT SPAN TOWER SPAN 1 FIXED TRUSS SPAN 1

PIER 5 PIER 4

FENDER SYSTEM

TIMBER TIMBER

00 +222 00+322 00 + 224 00 +522 00 + 226 00 +722

FACE OF TRUSS

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0520

ELEV 33.420 m

FACE OF TRUSS FACE OF TRUSS

FACE OF TRUSS

00 +222 00+322 00 + 224 00 +522 00 + 226 00 +722

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0516

ELEV 33.419 m

N 1392771.6710

E 696251.0520

ELEV 33.420 m

CTIY OF ALBANY

CTIY OF RENSSLELAER

RENSSLELAER COUNTY

ALBANY COUNTY

("THE WATERS OF THE HUDSON RIVER")

OF THE STATE OF NEW YORK

LANDS OF THE PEOPLE

TP-4

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-2MATCH TO DWG. NO TP-5

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

13+00

17+00 16+00 15+00 14+00 14+17.77

ST

13+00

17+00 16+00 15+00 14+00 14+06.22

ST

4+00

5+00 6+00

7+00

4+3125.

PI

5+94.05

TS

6+56.05

SC

TRACK 1

WYE TRACK

YARD TRACK

REALIGN AMTRAK

POB 4+0000.

LH NO.10 TURNOUT

USE PATH (SUP)

PROPOSED SHARED 

112+00

113+00

114+00

117+00 116+00 115+00 14'-0" (MIN.)

CURVE 5NBL1

CURVE 5SBL1

CURVE 5W1

58'-4" OUT TO OUT

WALKWAY

MAINTENANCE

TRACK 2

50'-10" OUT TO OUT

14'-0"

12'-0"

EXISTING STRUCTURE

30'-11" LIMITS OF

GIRDER SPAN 1

FIXED TRUSS SPAN 1 GIRDER SPAN 3 GIRDER SPAN 2

PIER 3 PIER 2

PIER 1

SUP RAMP EAST ABUTMENT

TOE OF SLOPE (TYP.)

EAST ABUTMENT

CONC.

CHAINLINK

(CSX PROPERTY)

SIGN

CONC.ABUTMENT

CONC.ABUTMENT

EW

EW

217+00

00+ 218 00 + 19 2 00 + 220 00+122

NO TRESPASS

AMTRAC

PAD

CAB.

CONDUIT

"CP LAB"

BLDG.

S

MAST

IGNAL

LIGH

S

T

IGNAL

SWITCH

STA 217+3144.

>

ATS 216 23 + 37.

>

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1770

E 696592.8860

ELEV 0.656 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8470

E 696662.5190

ELEV 1.558 m

A1

A2

A3

mm

A4

WETLAND

A''

mm

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8330

E 696812.0040

ELEV 30.145 m

IN TOP ABUTMENT

CHISELED SQUARE

ELEV=30.90

BM 2530

FACE OF TRUSS

FACE OF TRUSS

WIRE EL=61.5

+

WIRE EL=70.5

+

217+00

00+ 218 00 + 19 2 00 + 220 00+122

STA 217+3144.

>

ATS 216 23 + 37.

>

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1766

E 696592.8854

ELEV 0.653 m

N 1392518.1770

E 696592.8860

ELEV 0.656 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8464

E 696662.5193

ELEV 1.555 m

N 1392618.8470

E 696662.5190

ELEV 1.558 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8327

E 696812.0041

ELEV 30.145 m

N 1392462.8330

E 696812.0040

ELEV 30.145 m

IN TOP ABUTMENT

CHISELED SQUARE

ELEV=30.90

BM 2530

US..GOVERMENT PEIRHEAD & BULKHEAD LNIE

DRAWER

2009

MAP 42

DATED 1/23/06

TRAIL EASEMENT

CITY OF RENSSELAER

"FORMERLY UNDER THE WATERS OF THE HUDSON RIVER"

T.M.143.28-1-1.1

REPUTED OWNER)

LANDS OF THE PEOPLE OF THE STATE OF NEW YORK

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

TP-5

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-4

MATCH TO DWG. NO TP-6

MATCH TO DWG. NO TP-7

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

10+00

11+00

12+00

12+00.77

CS

10+00

11+00

12+00

11+89.22

CS

8+00

9+00

TRACK 1

TRACK 2

WYE TRACK

14'-0" (MIN.)

CURVE 5W1

CURVE 5SBL1

CURVE 5NBL1 TOE OF SLOPE (TYP.)

EDGE OF CUT (TYP.)

(4"X4"I-BEAM)

MPIR

(4"X4"I-BEAM)

MPIR

216+00

CHANILNKI

XFRMR.

CAB.

CAB.

4"

CAB.

CONDUIT

"CP LAB"

BUILDING

CONC.DEBRIS PILE

S

LIGHT

IGNAL

S

MAST

IGNAL

HANDHOLES (TYP.)

N 1392363.0850

E 697267.2766

ELEV 23.781m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.2950

E 696835.3430

ELEV 29.324 m

WIRE EL=70.5

216+00

N 1392363.0850

E 697267.2766

ELEV 23.781m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m

N 1392363.0840

E 697267.2810

ELEV 23.896 m N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.3080

E 696835.3370

ELEV 29.309 m

N 1392357.2950

E 696835.3430

ELEV 29.324 m

B 4589 / P 109

T.M.144.21-2-27

(REPUTED OWNER)

LAWRENCE M.RUCHEL

B 4518 / P 290

T.M.144.21-2-28

(REPUTED OWNERS)

CHRISTINE BUDESHEIM

GLEN HACKEL &

B 5347 / P 3

T.M.144.21-2-29

(REPUTED OWNER)

GLENDON HACKEL

B 372 / P 2277

T.M.144.29-1-1

(REPUTED OWNER)

CITY OF RENSSELAER

B 236 / P 479

T.M.144.29-1-2

(REPUTED OWNER)

NATHAN BUTLER

B 1340 / P 404

T.M.144.29-1-4

(REPUTED OWNER)

NATHAN BUTLER

B 42 / P 625

T.M.144.29-1-5

(REPUTED OWNERS)

& JOANNE KALSHER

MICHAEL J.KALSHER

B 1340 / P 404

T.M.144.29-1-6

(REPUTED OWNERS)

& SUSAN M.HOGAN

PETER M.HOGAN

B 1335 / P 843

T.M.144.29-1-7

(REPUTED OWNERS)

SUSANNE M.HOGAN

PETER M.HOGAN &

B 372 / P 2286

T.M.144.29-1-8

(REPUTED OWNER)

CITY OF RENSSELAER

B 3662 / P 290

T.M.144.29-1-9

(REPUTED OWNER)

CITY OF RENSSELAER

ERLY UNDER THE WATERS OF THE HUDSON RIVER"

T.M.143.28-1-1.1

(REPUTED OWNER)

F THE PEOPLE OF THE STATE OF NEW YORK

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

AS BEING OWNED BY AMTRAK (NYRR-1 PG A-4)

NOTE:ON THE GIS VAL MAP THIS PARCEL IS SHOWN

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

TP-6

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-11

MATCH TO DWG. NO TP-5

MATCH TO DWG. NO TP-8

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

USE PATH (SUP)

PROPOSED SHARED 

108+69 109+00

110+00

111+00

112+00

TOE OF SLOPE (TYP.)

EDGE OF CUT (TYP.)

STORAGE SHED

CONC.BLOCK

PAD

CONC.

CHAINLINK

TANK

FUEL

LID UNABLE TO OPEN

NOTE:SECONDARY CONCRETE

RIM=16

SMH

.22

3085

S

TP-7

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-5

MATCH TO DWG. NO TP-8

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

6+00

7+00

8+00

9+00

6+23

S

.62

C

6+00

7+00

8+00

9+00

6+12

S

.06

C

TRACK 1

TRACK 2

14'-0" (MIN.)

CURVE 5SBL1

CURVE 5SBL1

CURVE 5NBL1

EDGE OF CUT (TYP.)

TOE OF SLOPE (TYP.)

CHAINLINK

CHAINLINK

RR

TIES

WOOD STORAGE SHED

TANK

FUEL

BOLLARDS

BOLLARDS

BOLLARDS

GRAVEL

ASPHALT

BOLLARDS

GRAVEL

GRAVEL

"M OF W"SHOP

CONCRETE BUILDING

GRAVEL

212+00

213+00

214+00 215+00

GATE

GRAVELPILE

STA 213+434.2

>

212+00

213+00

214+00 215+00

STA 213+434.2

>

OLD SIGN BASE

CUT SQUARE ON

ELEV=24.86

BM A (3045)

B 3662 / P 290

T.M.144.29-1-9

(REPUTED OWNER)

CITY OF RENSSE

B 372 / P 2292

T.M.144.29-1-11

(REPUTED OWNER)

CITY OF

B

RENSSELAER

1010 / P 113

T.M.144.29-1-10

(REPUTED OWNER)

MARK S.FAZEKAS

B 1700 / P 105

T.M.144.29-1-12

(REPUTED OWNER)

CATHERINE STEWART

B 997 / P 89

T.M.144.29-1-13

(REPUTED OWNER)

NANCY WHITMORE

B 997 / P 89

T.M.144.29-1-14

(REPUTED OWNER)

NANCY WHITMORE

B 1358 / P 484

T.M.144.29-1-15

(REPUTED OWNER)

CITY OF RENSSELAER

B 1358 / P 484

T.M.144.29-1-16

(REPUTED OWNER)

CITY OF RENSSELAER

B 395 / P 710

T.M.144.29-1-17

(REPUTED OWNERS)

& LAURA BUTLER

DY-WANE BUTLER

B 4791 / P 29

T.M.144.29-1-18

(REPUTED OWNER)

CHERYLE L.WEBBER

B 997 / P 97

T.M.144.29-1-19

(REPUTED OWNER)

THROUGH VICTORIA DANISH

BROADWAY TRUST ACTING

CATHERINE ST.

TP-8

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-6

MATCH TO DWG. NO TP-9

MATCH TO DWG. NO TP-7

B 4518 / P 290

T.M.144.21-2-28

(REPUTED OWNERS)

CHRISTINE BUDESHEIM

GLEN HACKEL &

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

3+00

4+00 5+00

4+06.62

TS

3+00

4+00 5+00

3+95.06

TS

TRACK 1

TRACK 2

15'-0" (MIN.)

CURVE 5SBL1

CURVE 5NBL1

ULP

TANK

FUEL

TANK

FUEL

ASPHALT

ASPHALT

PAD

CONC.

TANK

FUEL

BOLLARDS

ULP

BOLLARD

GRAVEL

WELL

MONITOR

PAD

CONC.

GRAVEL

ASPHALT

SWITCH

SWITCH

SWITCH

UMH

U

UMH

MH

UMH

UMH

CHANIL

G

NKI

RAVEL

FUEL LINE

FUEL LINE

FUEL LINE

FUEL LINE

PAD

CONC. VA

FU

LVES

EL

HYD.

ULP

SIGN

STOP

ULP

GRAVEL

PAD

CONC.

BOLLARDS PAD

CONC.

PAD

CONC.

WOO

STAIRS

DEN

UMH

UMH

DMH

DS

WV

208+00

209+00

210+00

211+00

CHANILNIK

S

MAST

IGNAL

W

E

12P"VC

12P"VC

2"PVCs

6"TILE

208+00

209+00

210+00

211+00

B

 

 

 

 

 

4791 / P 29

T.M.144.29-1-18

(REPUTED OWNER)

CHERYLE L.WEBBER

B 997 / P 97

T.M.144.29-1-19

(REPUTED OWNER)

THROUGH VICTORIA DANISH

BROADWAY TRUST ACTING

B 997 / P 97

T.M.144.29-1-20

(REPUTED OWNER)

THROUGH VICTORIA DANISH

BROADWAY TRUST ACTING

B 1654 / P 25

T.M.144.29-1-22

(REPUTED OWNERS)

& MARY P MASKELL

BERNARD F.MASKELL

B 4001 / P 192

T.M.144.29-1-23

(REPUTED OWNERS)

BRUCE STUTO,JR.

BRUCE STUTO &

B 4416 / P 76

T.M.144.29-1-24

(REPUTED OWNER)

ASHWORTH PROPERTIES,LLC

B 4418 / P 325

T.M.144.29-1-26

(REPUTED OWNERS)

& DAVID MARTYN

MARY ANN MARTYN

B 4418 / P 325

T.M.144.29-1-27

(REPUTED OWNER)

MARY ANN MARTYN

B 128 / P 1394

T.M.144.29-1-28

(REPUTED OWNERS)

MARYANN MARTYN

JAMES P.MARTYN &

TP-9

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-8

MATCH TO DWG. NO TP-10

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

-1+00 0+00 1+00 2+00 0+00

00+-0.00

PI

0+00 1+00 2+00 0+00

00+-0.00

PI

TRACK 1

TRACK 2

STA. 0+00.00

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

STA. 0+00.00

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

15'-0" (MIN.)

CHANILNKI

BOX

ELEC.

ELE

BOXES

C.

GRAVEL

ASPHALT

GRAVEL

PAD

CONC.

PAD

UMH

CONC.

GRAVEL

SWITCH

WHEEL

RAMP

204+00 205+00

206+00

207+00

CHANILNKI

PAD

PAD

SWITCH

LIGH

S

T

IGNAL

STA 205+71.12

>

N 1391330.7860

E 696942.0085

ELEV 25.681m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

204+00 205+00

206+00

207+00

STA 205+71.12

>

N 1391330.7860

E 696942.0085

ELEV 25.681m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

N 1391330.7840

E 696942.0086

ELEV 25.811m

B 128 / P 1394

T.M.144.29-1-28

(REPUTED OWNERS)

MARYANN MARTYN

JAMES P.MARTYN &

B 71 / P 1280

T.M.144.29-1-29

(REPUTED OWNERS)

& RITA G.HOYDA

JEANETTE M.MERCURIO

B 997 / P 93

T.M.144.29-1-30

(REPUTED OWNER)

THROUGH NANCY WHITMORE

BROADWAY TRUST ACTING

B 3173 / P 70

T.M.144.29-1-35

(REPUTED OWNER)

BARBARA J.VAN

B

BERGEN

1710 / P 140

T.M.144.29-1-34

(REPUTED OWNERS)

MARY H.BORCSOK

ISTVAN &

B 4310 / P 146

T.M.144.29-1-33

(REPUTED OWNER)

NICOLE LAJOY

B 4087 / P 306

T.M.144.29-1-36

(REPUTED OWNERS)

PAUL R.GABORIAULT

CECILE GABORIAULT &

B 1628 / P 313

T.M.143.44-2-1

(REPUTED OWNER)

FRED SHAPIRO

B 4389 / P 72

T.M.143.44-2-2

(REPUTED OWNER)

THE CITY OF RENSSELAER

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-9

TP-10

MATCH TO DWG. NO TP-11

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
)

1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

-4+00 -3+00 -2+00 -1+00

-4+00 -3+00 -2+00 -1+00

ASPHALT

METAL/CONCRETE BUILDING

METAL/CONCRETE BUILDING

ASPHALT

CONCRETE

CONCRETE

CONCRETE

GRAVEL

GRAVEL

GRAVEL

BOLLARD

SIGN

STOP

GRAVEL

201+00 202+00 203+00

XFRMR

XFRMR

CAB.

CAB.

CAB.

PAD

PAD

PAD

PAD

SWITCH

GATE

SWITCH SWITCH

C"P

144"

BULIDNGI

BOLLARDS

CHANILNKI

CHANILNKI

CHANILNKI

CAMERAS

SECURITY

T(YP).

HANDHOLES

201+00 202+00 203+00

B

 

 

 

 

4389 / P 72

T.M.143.44-2-2

(REPUTED OWNER

THE CITY OF RE

B 1771 / P 203

T.M.143.44-2-3

(REPUTED OWNER)

BERNADETTE A.HURLEY

B 1351 / P 27

T.M.143.44-2-4

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 4070 / P 23

T.M.143.44-2-5

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 119 / P 1005

T.M.143.44-2-6

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 119 / P 1005

T.M.143.44-2-7

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 119 / P 1005

T.M.143.44-2-8

(REPUTED OWNER)

DOMINIC M.TAGLIENTO

B 1485 / P 249

T.M.143.44-2-9

(REPUTED OWNER)

THOMAS J.HUGHES

B 1493 / P 107

T.M.143.44-2-10

(REPUTED OWNERS)

WILLIAM F.BROOKING JR.

WILLIAM F.BROOKING,SR.&

B 857 / P 68

T.M.143.44-2-11

(REPUTED OWNER)

THE CITY OF RENSSELAER

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-10

TP-11

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

10+00

11+00

12+00

13+00

13+05.96

CS

WYE TRACK

CURVE 5W1

TOE OF SLOPE (TYP.)

EDGE OF CUT

SWITCH

B 1506 / P 136

T.M.144.21-2-18

(REPUTED OWNER)

THERESA MELENDEZ

B 1154 / P 193

T.M.144.21-2-19

(REPUTED OWNERS)

DOROTHY J.MELLEN

JOHN J.MELLEN &

B 1386 / P 304

T.M.144.21-2-20

(REPUTED OWNER)

GLEN FORD SMART

B 1768 / P 6

T.M.144.21-2-21

(REPUTED OWNER)

MARCIA A.COLEMAN

B 249 / P 6

T.M.144.21-2-23

(REPUTED OWNERS)

& GENE W.GARHARTT

KAREN TROXELL-GERHARTT

B 69 / P 2226

T.M.144.21-2-24

(REPUTED OWNER)

PATRICIA A.DOW

B 4589 / P 109

T.M.144.21-2-27

(REPUTED OWNER)

LAWRENCE M.RUCHEL

B 4518 / P 290

T.M.144.21-2-28

(REPUTED OWNERS)

CHRISTINE BUDESHEIM

GLEN HACKEL &

ERLY UNDER THE WATERS OF THE HUDSON RIVER"

T.M.143.28-1-1.1

(REPUTED OWNER)

F THE PEOPLE OF THE STATE OF NEW YORK

AS BEING OWNED BY AMTRAK (NYRR-6 PG A-9)

NOTE:ON THE GIS VAL MAP THIS PARCEL IS SHOWN

B 117 / P 2281

T.M.144.21-1-6

(REPUTED OWNER)

FIRST RENSSELAER CORP.

B 7000 / P 127

T.M.144.21-2-22

(REPUTED OWNER)

JAMES H.BUSH

B 6977 / P 203

T.M.144.21-2-26

(REPUTED OWNER)

PETER J.FARRELL

ANTHONY J.MURPHY

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-13

MATCH TO DWG. NO TP-6

TP-12

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

14+00 15+00

16+00

13+67.96

ST

15+16.98

PC

15+88.85

PT

WYE TRACK

CURVE 5W1

CURVE 5W2

EDGE OF CUT (TYP.)

CHANILNKI

B4

B5

B6

B7

WETLAND 'B'

B

 

 

 

 

 

 

 

 

 

 

 

 

1221 / P 11

T.M.144.21-2-11

(REPUTED OWNERS)

BETTY J.ARCHAMBAULT

ARTHUR M.ARCHAMBAULT &

B 1847 / P 146

T.M.144.21-2-12

(REPUTED OWNER)

MICHAEL J.ROONEY JR.

B 1306 / P 65

T.M.144.21-2-13

(REPUTED OWNER)

JAMES A.MARVEL

B 4930 / P 274

T.M.144.21-2-14

(REPUTED OWNER)

HOMESALES,INC.

B 1779 / P 133

T.M.144.21-2-15

(REPUTED OWNER)

OLIVER DOUGLAS JR.

B 3494 / P 187

T.M.144.21-2-16

(REPUTED OWNER)

TINA PRICE

B 1538 / P 24

T.M.144.21-2-17

(REPUTED OWNERS)

NANCY S.FACTEAU

PAUL W.SHIMKO &

B 1506 / P 136

T.M.144.21-2-18

(REPUTED OWNER)

THERESA MELENDEZ

B 161 / P 1401

T.M.143.44-1-2

(REPUTED OWNER)

NEW YORK CENTRAL LINES LLC

B 1001 / P 229

B 1000 / P 503,

B 1000 / P 496,

B 1000 / P 211,

B 998 / P 436,

75'WIDE EASEMENT

CORPORATION

NIAGARA MOHAWK POWER

B 7188 / P 43

T.M.144.21-1-5.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7188 / P 43

T.M.144.21-1-4.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7188 / P 43

T.M.144.21-1-2.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7147 / P 30

T.M.144.21-1-3.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

TP-13

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-14

MATCH TO DWG. NO TP-12

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

17+00

17+60

17+29.07

PI

WYE TRACK

POE 17+60.07

LH NO.10 TURNOUT

EDGE OF CUT

CHANILNKI

SILOS

SMH

SM

R

H

IM=16.49

S

N 1393280.8590

E 697551.4398

ELEV 21.279 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8590

E 697551.4398

ELEV 21.279 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

N 1393280.8610

E 697551.4422

ELEV 21.292 m

B 1064 / P 101

T.M.144.21-2-4

(REPUTED OWNER)

ELIZABETH HADER

B 206 / P 2370

T.M.144.21-2-5

(REPUTED OWNER)

JACKLYN NIXON

RIVER"

WATERS OF THE HUDSON

"FORMERLY UNDER THE

T.M.133.77-1-4

THE STATE OF

OF

N

LANDS O

RIVER"

WATERS OF THE HUDSON

"FORMERLY UNDER THE

T.M.133.77-1-6.2

THE STATE OF NEW YORK

OF

LANDS OF THE PEOPLE

B 7147 / P 30

T.M.133.77-1-6.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7188 / P 43

T.M.133.77-1-7.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7188 / P 43

T.M.144.21-1-2.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7188 / P 43

T.M.144.21-1-1.1

(REPUTED OWNER)

POLSINELLO REALTY CORP.

B 7049 / P 129

T.M.144.21-2-10

(REPUTED OWNERS)

SHAYE H.HEINS

TP-14

20 0 20 40 60 80'

1" = 40'

GRID

NORTH

SOUTH ALTERNATIVE

TRACK PLAN

MATCH TO DWG. NO TP-13

LEGEND

EXISTING ALIGNMENT

PROPOSED ALIGNMENT

PROPOSED SHARED USE PATH
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+50

ELEVA

TION

STATION

PVC 22+01.71ELEV 37.05HIGH 22+01.71ELEV 37.05

PVT 24+01.71ELEV 36.69

PVC 26+58.71ELEV 35.75

LOW 28+00.58ELEV 35.49

PVT 29+83.71ELEV 35.92

PVI 30+20.55ELEV 36.09

PVI 31+20.34ELEV 36.56

0.47%

-24.7-24.6-23.3-21.4-22.0

0.3

-20.5-20.3-18.4-15.4-11.4

12.7

23.4

25.6

26.5

30.6

34.4

34.634.635.3

13.3

35.6

35.836.0

15.1

36.3

36.436.537.05

37.0537.0537.0537.0336.96

36.8536.6936.5136.3336.1435.96

35.7835.6235.5235.4935.5235.6235.7836.00

36.2336.47

CENTRE ST.

LOW STEEL

BOTTOM OF 

CLEARANCE

VERTICAL 

13.71' MIN. 

WATER ST.

BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

15.01' MIN. 

QUAY ST.

BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

19'-0" MIN. 

VERTICAL ALIGNMENT

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL (TRACK 1)

ORIGINAL GROUND

I-787

(I-787)

CLEARANCE 

VERTICAL 

23'-0" MIN. BOTTOM OF LOW STEEL

TRACK 1 PROFILE

VC = 325'

VC = 200'

PVI STA. = 28+21.21

PVI ELEV. = 35.15

E = 0.34 FT.

PVI STA. = 23+01.71

PVI ELEV. = 37.05

r = 0.26

Ap = 0.0885 @ 40MPH

Af = 0.0677 @ 35MPH

E = -0.09 FT.

r = -0.18

Ap = 0.0628 @ 40MPH

Af = 0.0481 @ 35MPH

0.471%

-0.356% 0.000% 

7709023

7709022

BIN: 7709021 BIN: 77092900

1092882

BIN: 1092881

BIN: 7092890

PIER 8 PIER 7 PIER 6

PIER 5

ABUTMENT

WEST 

TPR-1 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00

ELEVA

TION

STATION

PVT 7+60.00ELEV 31.

E

11

VENT 15+46.85

ELEV 36.21

PVC 15+64.77ELEV 36.32

HIGH 17+89.77

PVT 17+89.77ELEV 37.05

27.1

27.026.9

26.625.7

26.3

26.626.227.5

28.5

30.7

31.2

31.39.4

8.1

6.2

1.1

-2.9-3.1-10.1-15.2-16.7-17.7-22.2-23.9-22.4-22.4-24.7

30.74

31.0531.3731.7032.0232.3432.6732.9933.31

33.6433.9634.29

34.6134.9335.26

35.5835.9036.23

36.5336.7736.9337.03

37.0537.0537.0537.0537.0537.05

BOTTOM OF LOW STEEL

CLEARANCE (LIFT SPAN OPEN) 

60'-0" MIN. VERTICAL 

LOW STEEL

BOTTOM OF 

(LIFT SPAN)

CLEARANCE 

VERTICAL 

25'-0" MIN. 

M.H.W. EL. 5.1'

PROPOSED TOP OF RAIL (TRACK 1)

EXISTING TOP OF RAIL

PROJECTION OF

ORIGINAL GROUND

TRACK 1 PROFILE

VC = 225'

r = -0.29

PVI STA. 16+77.27

PVI ELEV. 37.05

Ap = 0.0556 @ 30MPH

Af = 0.0386 @ 25MPH

E = -0.18 FT.

0.000% 

0.647%

VC = 400'

BIN: 7092890

LOW STEEL

BOTTOM OF CLEARANCE

25'-0" MIN. VERTICAL 

PIER 4

PIER 3

PIER 2 PIER 1

ABUTMENT

EAST 

TPR-2 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

10

15

20

25

30

35

40

45

50

10

15

20

25

30

35

40

45

50

7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -1+00 -2+00

ELEVA

TION

STATION

PVI 0+00.00ELEV 27.94

PVC 1+18.00ELEV 28.29

PVT 2+58.00ELEV 28.74

PVC 3+60.00ELEV 29.10

E= 0.01 FT.

26.5

26.226.226.026.125.9

25.925.625.825.926.2

26.626.927.1

28.6

28.828.027.5

27.127.94

28.0928.2328.3828.5428.7128.8929.0729.2529.4629.6829.9130.17

30.4530.74

VERTICAL ALIGNMENT

RENSSELAER STATION PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL (TRACK 1)

ORIGINAL GROUND

TRACK 1 PROFILE

VC = 400'

VC = 140'

r = 0.07

PVI STA. = 5+60.00

PVI ELEV. = 29.82

E = 0.14 FT.

Ap = 0.0140 @ 30MPH

Af = 0.0097 @ 25MPH

r= 0.05

PVI ELEV. = 28.49

PVI STA. = 1+88.00

Ap = 0.0090 @ 30MPH

Af = 0.0062 @ 25MPH

0.358% 0.293%

TPR-3 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+50

ELEVA

TION

STATION

PVC 22+01.71ELEV 37.05HIGH 22+01.71ELEV 37.05

PVT 24+01.71ELEV 36.69

PVC 26+51.28ELEV 35.80

LOW 27+91.60ELEV 35.55

PVT 29+76.28ELEV 35.99

PVI 29+96.55ELEV 36.08

PVI 30+96.39ELEV 36.55

0.47%

PVI STA. = 28+13.78

-24.9-24.8-22.4-22.3-16.4-14.9-21.5-19.9-17.4-14.7

12.9

14.7

22.6

22.021.9

24.3

25.7

34.6

34.835.4

13.5

35.7

35.936.2

14.9

36.5

36.736.937.05

37.0537.0537.0537.0336.96

36.8536.7036.5236.3436.1735.99

35.8135.6635.5835.5635.6035.7035.8736.10

36.33

CENTRE ST.

LOW STEEL

BOTTOM OF 

CLEARANCE

VERTICAL 

13.71' MIN. 

WATER ST.

BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

15.01' MIN. 

QUAY ST.

BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

19'-0" MIN. 

VERTICAL ALIGNMENT

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

PROPOSED TOP OF RAIL (TRACK 2)

EXISTING TOP OF RAIL

PROJECTION OF

ORIGINAL GROUND

I-787

(I-787)

CLEARANCE 

VERTICAL 

23'-0" MIN. BOTTOM OF LOW STEEL

TRACK 2 PROFILE

r = -0.18 r = 0.25

Ap = 0.0873 @ 40MPH

Af = 0.0669 @ 35MPH

E = 0.34 FT.

PVI ELEV. = 35.23

VC = 325'

VC = 200'

PVI STA. = 23+01.71

PVI ELEV. = 37.05

Ap = 0.0612 @ 40MPH

Af = 0.0469 @ 35MPH

E = -0.09 FT.

0.469%

-0.356% 0.000% 

1092882

BIN: 1092881

BIN: 77092900

7709023

7709022

BIN: 7709021 BIN: 7092890

PIER 5

PIER 8 PIER 7 PIER 6

ABUTMENT

WEST 

TPR-4

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE

SOUTH ALTERNATIVE

TRACK PROFILE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00

ELEVA

TION

STATION

PVT 7+34.00ELEV 30.81

PVC 15+64.77ELEV 36.31

HIGH 17+89.77

PVT 17+89.77ELEV 37.05

PVI STA. = 16+77.27

27.8

27.527.527.627.527.627.928.9

30.6

30.831.1

30.0

29.0

9.2

9.25.0

-2.0-3.1-6.1-13.3-16.6-16.4-20.1-23.2-23.5-22.7-23.4-24.9

30.59

30.9231.2531.5831.9132.2432.5732.9033.23

33.5633.8934.22

34.5634.8935.22

35.5535.8836.21

36.5236.7636.9337.03

37.0537.0537.0537.0537.0537.05

BOTTOM OF LOW STEEL

CLEARANCE (LIFT SPAN OPEN) 

60'-0" MIN. VERTICAL 

LOW STEEL

BOTTOM OF 

(LIFT SPAN)

CLEARANCE 

VERTICAL 

25'-0" MIN. 

M.H.W. EL. 5.1'

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL (TRACK 2)

ORIGINAL GROUND

TRACK 2 PROFILE

r = -0.29

VC = 225'

PVI ELEV. 37.05

Ap = 0.0568 @ 30MPH

Af = 0.0395 @ 25MPH

E = -0.19 FT.

0.000% 

0.661%

VC = 400'

BIN: 7092890

LOW STEEL

BOTTOM OF CLEARANCE

25'-0" MIN. VERTICAL 

PIER 2 PIER 1

PIER 3

PIER 4

ABUTMENT

EAST 

TPR-5 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

10

15

20

25

30

35

40

45

50

10

15

20

25

30

35

40

45

50

7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -1+00 -2+00

ELEVA

TION

STATION

PVI 0+00.00ELEV 27.94

PVC 3+34.00ELEV 28.91

26.2

26.526.526.026.826.927.0

27.127.227.327.527.727.928.2

27.4

27.929.2

29.327.8

27.94

28.0928.2328.3828.5228.6728.8128.9629.1229.3129.5229.7530.01

30.2930.59

VERTICAL ALIGNMENT

RENSSELAER STATION PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL (TRACK 2)

ORIGINAL GROUND

TRACK 2 PROFILE

r = 0.07

VC = 400'

PVI STA. = 5+34.00

PVI ELEV. = 29.49

E = 0.19 FT.

Ap = 0.0179 @ 30MPH

Af = 0.0125 @ 25MPH

0.290%

TPR-6 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

50

55

60

-5

-10

-15

-20

0

5

10

15

20

25

30

35

40

45

50

55

60

-5

-10

-15

-20

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

ELEVA

TION

STATION

PVI 4+00.00ELEV 36.21

PVC 6+15.00ELEV 34.82

PVT 8+65.00ELEV 32.16

PVC 12+94.34ELEV 25.81

PVT 15+94.34ELEV 23.37

PVI 17+60.07ELEV 23.12

-2.9

1.6

5.8

9.3

9.231.0

25.2

15.5

11.9

12.7

14.7

16.515.1

13.9

18.2

21.8

23.1

24.4

23.3

23.025.0

24.5

24.724.923.5

22.7

22.822.636.21

35.89

35.5635.2434.92

34.5734.1533.64

33.0532.38

31.6430.9030.1629.43

28.6927.9527.2126.47

25.73

25.0624.50

24.0523.71

23.4823.3623.2823.2123.13

ORIGINAL GROUND

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL ("WYE" TRACK)

"WYE" TRACK PROFILE

VC = 250'

VC = 300'

r = 0.33

Ap = 0.0644 @ 30MPH

Af = 0.0447 @ 25MPH

PVI STA. = 7+40.00

PVI ELEV. = 34.01

E = -0.26 FT.

r = 0.44

Ap = 0.0857 @ 30MPH

Af = 0.0595 @ 25MPH

PVI STA. = 14+44.34

PVI ELEV. = 23.59

E = 0.50 FT.

-0.647%

-1.479%

-0.150% 

BIN: 7092890

PIER 2 PIER 1

ABUTMENT

EAST 

TPR-7 SOUTH ALTERNATIVE

TRACK PROFILE

0 50 100 150 200'

HORIZONTAL SCALE

0 5 10'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

5

10

15

20

25

30

35

40

45

50

5

10

15

20

25

30

35

40

45

50

34+50 34+00 33+00 32+00 31+00 30+00 29+00

ELEVA

TION

STATION

PVT 29+83.71ELEV 35.92

PVI 30+20.55ELEV 36.09

PVI 31+20.34ELEV 36.56

34.6

34.635.3

13.3

35.6

35.836.0

15.1

36.3

36.436.536.735.62

35.7836.00

36.2336.47

TRACK 1 PROFILE

VERTICAL ALIGNMENT

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

WATER ST.

CENTRE ST.

EXISTING TOP OF RAIL

PROJECTION OF

CLEARANCE

VERTICAL 

13.71' MIN. 

LOW STEEL

BOTTOM OF BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

15.01' MIN. 

0.471% 0.471%

VC = 325'

PVI STA. = 28+21.21

PVI ELEV. = 35.15

r = 0.26

E = 0.34 FT.

Ap = 0.0885 @ 40MPH

Af = 0.0677 @ 35MPH

7709023

7709022

BIN: 7709021

BIN: 77092900

SOUTH ALTERNATIVE

TRACK PROFILE TPR-1

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

29+00 28+00 27+00 26+00 25+00 24+00 23+50

ELEVA

TION

STATION

PVT 24+01.71ELEV 36.69

PVC 26+58.71ELEV 35.75

LOW 28+00.58ELEV 35.49

-20.5-20.3-18.4-15.4-11.4

12.7

23.4

25.6

26.5

30.6

34.4

34.636.85

36.6936.5136.3336.1435.96

35.7835.6235.5235.4935.5235.62

TRACK 1 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

QUAY ST.

EXISTING TOP OF RAIL

PROJECTION OF

BOTTOM OF LOW STEEL

(I-787)

CLEARANCE 

VERTICAL 

23'-0" MIN. 

CLEARANCE

VERTICAL 

19'-0" MIN. 

-0.365%

VC = 325' VC = 200'

PVI STA. = 28+21.21

PVI ELEV. = 35.15

r = 0.26

E = 0.34 FT.

Ap = 0.0885 @ 40MPH

Af = 0.0677 @ 35MPH

PVI STA. = 23+01.71

PVI ELEV. = 37.05

r = -0.18

E = -0.09 FT.

Ap = 0.0628 @ 40MPH

Af = 0.0481 @ 35MPH

BIN: 1092881, 1092882

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-2

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

23+50 23+00 22+00 21+00 20+00 19+00 18+00

ELEVA

TION

STATION

PVC 22+01.71ELEV 37.05

HIGH 22+01.71

ELEV 37.05

-17.7-22.2-23.9-22.4-22.4-24.7-24.6-23.3-21.4-22.0

0.3

-20.5

37.05

37.0537.0537.0537.0537.0537.0537.0537.0537.0336.96

36.85

TRACK 1 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

M.H.W. EL. 5.1'

OPEN) 

(LIFT SPAN 

CLEARANCE 

VERTICAL 

60'-0" MIN. 

BOTTOM OF LOW STEEL

EXISTING TOP OF RAIL

PROJECTION OF

(LIFT SPAN)

CLEARANCE 

VERTICAL 

25'-0" MIN. 

0.000% 

VC = 200'

PVI STA. = 23+01.71

PVI ELEV. = 37.05

r = -0.18

E = -0.09 FT.

Ap = 0.0628 @ 40MPH

Af = 0.0481 @ 35MPH

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-3

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

18+00 17+00 16+00 15+00 14+00 13+00 12+50

ELEVA

TION

STATION

EVENT 15+46.85ELEV 36.21

PVC 15+64.77ELEV 36.32

HIGH 17+89.77

PVT 17+89.77ELEV 37.05

0.00% 

31.2

31.39.4

8.1

6.2

1.1

-2.9-3.1-10.1-15.2-16.7-17.7

34.29

34.6134.9335.26

35.5835.9036.23

36.5336.7736.9337.03

37.05

TRACK 1 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

EXISTING TOP OF RAIL

PROJECTION OF 0.647%

VC = 225'

Af = 0.0386 @ 25MPH

Ap = 0.0556 @ 30MPH

E = -0.18 FT.

r = -0.29

PVI ELEV. 37.05

PVI STA. 16+77.27

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-4

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

20

25

30

35

40

45

20

25

30

35

40

45

12+50 12+00 11+00 10+00 9+00 8+00 7+00

ELEVA

TION

STATION

PVT 7+60.00ELEV 31.11

27.1

27.026.9

26.625.7

26.3

26.626.227.5

28.5

30.7

31.2

30.74

31.0531.3731.7032.0232.3432.6732.9933.31

33.6433.9634.29

TRACK 1 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

EXISTING TOP OF RAIL

PROJECTION OF

0.647%

VC = 400'

PVI STA. = 5+60.00

PVI ELEV. = 29.82

r = 0.07

E = 0.14 FT.

Ap = 0.0140 @ 30MPH

Af = 0.0097 @ 25MPH

20

25

30

35

40

20

25

30

35

40

7+00 6+00 5+00 4+00 3+00 2+00 1+50

ELEVA

TION

STATION

PVT 2+58.00ELEV 28.74

PVC 3+60.00ELEV 29.10

25.625.825.926.226.626.927.128.628.828.027.527.128.3828.5428.7128.8929.0729.2529.4629.6829.9130.1730.4530.74

TRACK 1 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

EXISTING TOP OF RAIL

PROJECTION OF

0.358%

VC = 400'

VC = 140'

PVI STA. = 5+60.00

PVI ELEV. = 29.82

r = 0.07

E = 0.14 FT.

Ap = 0.0140 @ 30MPH

Af = 0.0097 @ 25MPH

PVI STA. = 1+88.00

PVI ELEV. = 28.49

r = 0.05

E= 0.01 FT.

Ap = 0.0090 @ 30MPH

Af = 0.0062 @ 25MPH

SOUTH ALTERNATIVE

TRACK PROFILE TPR-5

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

20

25

30

35

40

20

25

30

35

40

1+50 1+00 0+00 -1+00 -2+00 -3+00 -4+00

ELEVA

TION

STATION

PVI 0+00.00ELEV 27.94

PVC 1+18.00ELEV 28.29

25.5

25.926.1

26.426.526.226.226.026.125.9

25.925.627.94

28.0928.2328.38

TRACK 1 PROFILE

VERTICAL ALIGNMENT

RENSSELAER STATION PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 1)

PROJECTION OF EXISTING TOP OF RAIL

0.293% 

VC = 140'

PVI STA. = 1+88.00

PVI ELEV. = 28.49

r = 0.05

E= 0.01 FT.

Ap = 0.0090 @ 30MPH

Af = 0.0062 @ 25MPH

SOUTH ALTERNATIVE

TRACK PROFILE TPR-6

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

5

10

15

20

25

30

35

40

45

50

5

10

15

20

25

30

35

40

45

50

34+50 34+00 33+00 32+00 31+00 30+00 29+00

ELEVA

TION

STATION

PVT 29+76.28ELEV 35.99

PVI 29+96.55ELEV 36.08

PVI 30+96.39ELEV 36.55

34.6

34.835.4

13.5

35.7

35.936.2

14.9

36.5

36.736.935.70

35.8736.10

36.33

TRACK 2 PROFILE

VERTICAL ALIGNMENT

DOUBLE TRACK PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

WATER ST.

CENTRE ST.

EXISTING TOP OF RAIL

PROJECTION OF

CLEARANCE

VERTICAL 

13.71' MIN. 

LOW STEEL

BOTTOM OF BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

15.01' MIN. 

0.469% 0.469%

VC = 325'

PVI STA. = 28+13.78

PVI ELEV. = 35.23

r = 0.25

E = 0.34 FT.

Ap = 0.0873 @ 40MPH

Af = 0.0669 @ 35MPH

7709023

7709022

BIN: 7709021

BIN: 77092900

SOUTH ALTERNATIVE

TRACK PROFILE TPR-7

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

29+00 28+00 27+00 26+00 25+00 24+00 23+50

ELEVA

TION

STATION

PVT 24+01.71ELEV 36.69

PVC 26+51.28ELEV 35.80

LOW 27+91.60ELEV 35.55

PVI 28+13.78ELEV 35.23

-21.5-19.9-17.4-14.7

12.9

14.7

22.6

22.021.9

24.3

25.7

34.6

36.85

36.7036.5236.3436.1735.99

35.8135.6635.5835.5635.6035.70

TRACK 2 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

QUAY ST.

EXISTING TOP OF RAIL

PROJECTION OF

BOTTOM OF LOW STEEL

CLEARANCE

VERTICAL 

19'-0" MIN. 

(I-787)

CLEARANCE 

VERTICAL 

23'-0" MIN. 

-0.356%

VC = 325' VC = 200'

PVI STA. = 28+13.78

PVI ELEV. = 35.23

r = 0.25

E = 0.34 FT.

Ap = 0.0873 @ 40MPH

Af = 0.0669 @ 35MPH

PVI STA. = 23+01.71

PVI ELEV. = 37.05

r = -0.18

E = -0.09 FT.

Ap = 0.0612 @ 40MPH

Af = 0.0469 @ 35MPH

BIN: 1092881, 1092882

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-8

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

-30

23+50 23+00 22+00 21+00 20+00 19+00 18+00

ELEVA

TION

STATION

PVC 22+01.71ELEV 37.05

HIGH 22+01.71

ELEV 37.05

-20.1-23.2-23.5-22.7-23.4-24.9-24.8-22.4-22.3-16.4-14.9-21.5

37.05

37.0537.0537.0537.0537.0537.0537.0537.0537.0336.96

36.85

TRACK 2 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

M.H.W. EL. 5.1'

OPEN) 

(LIFT SPAN 

CLEARANCE 

VERTICAL 

60'-0" MIN. 

BOTTOM OF LOW STEEL

EXISTING TOP OF RAIL

PROJECTION OF

(LIFT SPAN)

CLEARANCE 

VERTICAL 

25'-0" MIN. 

0.000% 

VC = 200'

PVI STA. = 23+01.71

PVI ELEV. = 37.05

r = -0.18

E = -0.09 FT.

Ap = 0.0612 @ 40MPH

Af = 0.0469 @ 35MPH

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-9

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

-20

-25

18+00 17+00 16+00 15+00 14+00 13+00 12+50

ELEVA

TION

STATION

PVC 15+64.77ELEV 36.31

HIGH 17+89.77

PVT 17+89.77ELEV 37.05

30.0

29.0

9.2

9.25.0

-2.0-3.1-6.1-13.3-16.6-16.4-20.1

34.22

34.5634.8935.22

35.5535.8836.21

36.5236.7636.9337.03

37.05

TRACK 2 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

EXISTING TOP OF RAIL

PROJECTION OF 0.661%

0.000% 

VC = 225'

PVI STA. = 16+77.27

PVI ELEV. 37.05

r = -0.29

E = -0.19 FT.

Ap = 0.0568 @ 30MPH

Af = 0.0395 @ 25MPH

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-10

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

20

25

30

35

40

45

20

25

30

35

40

45

12+50 12+00 11+00 10+00 9+00 8+00 7+00

ELEVA

TION

STATION

PVT 7+34.00ELEV 30.81

27.8

27.527.527.627.527.627.928.9

30.6

30.831.1

30.0

30.59

30.9231.2531.5831.9132.2432.5732.9033.23

33.5633.8934.22

TRACK 2 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

EXISTING TOP OF RAIL

PROJECTION OF

0.661%

VC = 400'

PVI STA. = 5+34.00

PVI ELEV. = 29.49

r = 0.07

E = 0.19 FT.

Ap = 0.0179 @ 30MPH

Af = 0.0125 @ 25MPH

20

25

30

35

40

20

25

30

35

40

7+00 6+00 5+00 4+00 3+00 2+00 1+50

ELEVA

TION

STATION

PVC 3+34.00ELEV 28.91

27.127.227.327.527.727.928.227.427.929.229.327.828.3828.5228.6728.8128.9629.1229.3129.5229.7530.0130.2930.59

TRACK 2 PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

EXISTING TOP OF RAIL

PROJECTION OF

0.290% 

VC = 400'

PVI STA. = 5+34.00

PVI ELEV. = 29.49

r = 0.07

E = 0.19 FT.

Ap = 0.0179 @ 30MPH

Af = 0.0125 @ 25MPH

SOUTH ALTERNATIVE

TRACK PROFILE TPR-11

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

20

25

30

35

40

20

25

30

35

40

1+50 1+00 0+00 -1+00 -2+00 -3+00 -4+00

ELEVA

TION

STATION

PVI 0+00.00ELEV 27.94

25.6

25.826.1

26.126.226.526.526.026.826.927.0

27.127.94

28.0928.2328.38

TRACK 2 PROFILE

VERTICAL ALIGNMENT

RENSSELAER STATION PROJECT

TO PROPOSED ADJACENT

APPROXIMATE TIE IN

ORIGINAL GROUND

PROPOSED TOP OF RAIL (TRACK 2)

EXISTING TOP OF RAIL

PROJECTION OF

0.290% 

SOUTH ALTERNATIVE

TRACK PROFILE TPR-12

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

0

5

10

15

20

25

30

35

40

45

-5

4+00 5+00 6+00 7+00 8+00 9+00 9+50

ELEVA

TION

STATION

PVI 4+00.00ELEV 36.21

PVC 6+15.00ELEV 34.82

PVT 8+65.00ELEV 32.16

-2.9

1.6

5.8

9.3

9.231.0

25.2

15.5

11.9

12.7

14.7

16.536.21

35.89

35.5635.2434.92

34.5734.1533.64

33.0532.38

31.6430.90

"WYE" TRACK PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL ("WYE" TRACK)

PROJECTION OF EXISTING TOP OF RAIL

-1.479%

-0.647%

VC = 250'

Af = 0.0447 @ 25MPH

Ap = 0.0644 @ 30MPH

E = -0.26 FT.

r = 0.33

PVI ELEV. = 34.01

PVI STA. = 7+40.00

BIN: 7092890

SOUTH ALTERNATIVE

TRACK PROFILE TPR-13

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

7092890

AUGUST 2020

8/12/2020ONClesceri

PIN BRIDGES CULVERTS

JOB MANAGER DESIGN SUPERVISOR

COUNTY:

PROJECT MANAGER DESIGN DRAFTING CHECK CHECK

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

9+50 10+00 11+00 12+00 13+00 14+00 15+00

ELEVA

TION

STATION

PVC 12+94.34ELEV 25.81

E= 0.50 FT.

16.5

15.1

13.9

18.2

21.8

23.1

24.4

23.3

23.025.0

24.5

24.730.90

30.1629.43

28.6927.9527.2126.47

25.73

25.0624.50

24.0523.71

"WYE" TRACK PROFILE

ORIGINAL GROUND

PROPOSED TOP OF RAIL ("WYE" TRACK)

PROJECTION OF EXISTING TOP OF RAIL

-1.479%

VC = 300'

E= 0.50 FT.

r = 0.44

Ap = 0.0857 @ 30MPH

Af = 0.0595 @ 25MPH

PVI STA. = 14+44.34

PVI ELEV. = 23.59

"WYE" TRACK PROFILE

15

20

25

30

35

15

20

25

30

35

15+00 16+00 17+00 18+00 19+00 20+00

ELEVA

TION

STATION

24.7

24.923.5

22.7

22.822.622.522.422.222.121.9

23.71

23.4823.3623.2823.2123.13

EXISTING TOP OF RAIL

PROJECTION OF

PROPOSED TOP OF RAIL ("WYE" TRACK)

ORIGINAL GROUND

ELEV 23.37PVT 15+94.34

PVI 17+60.07ELEV 23.12

-0.150% 

VC = 300'

E= 0.50 FT.

r = 0.44

Ap = 0.0857 @ 30MPH

Af = 0.0595 @ 25MPH

PVI STA. = 14+44.34

PVI ELEV. = 23.59

SOUTH ALTERNATIVE

TRACK PROFILE TPR-14

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE
1935.49

ALBANY

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

0

5

10

15

20

25

30

35

40

45

-5

-10

-15

130+80 130+00 129+00 128+00 127+00 126+00 125+30

ELEVA

TION

STATION

SHARED-USE PATH PROFILE

-10.2

13.8

13.619.6

17.6

15.5

18.8

18.514.8

14.614.514.614.136.24

36.1735.99

34.33

31.8329.33

26.83

24.33

21.8319.3316.83

PVI 126+17.99ELEV 35.93

PVI 130+23.56ELEV 15.65

-0.36%

-5.00%

BOTTOM OF LOW STEEL

QUAY ST.

ORIGINAL GROUND

CLEARANCE

VERTICAL 

19'-0" MIN. 

QUAY ST.

SHARED-USE PATH

PROPOSED 

TOP OF RAIL PROFILE

PROFILE MATCHES PROPOSED 

PROPOSED SHARED-USE 

PROPOSED TOP OF RAIL

ABUTMENT

WEST 

TPR-15

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE

SOUTH ALTERNATIVE

SHARED-USE PATH PROFILE
1935.49

ALBANY

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

0

5

10

15

20

25

30

35

40

0

5

10

15

20

25

30

35

40

114+30 114+00 113+00 112+00 111+00 110+00 109+00 108+60

ELEVA

TION

STATION

PVI 108+78.32ELEV 10.61PVI 109+03.85ELEV 10.61

PVI 113+95.33ELEV 35.19

0.00% 

5.00%

0.66%

11.611.112.816.218.217.812.511.911.49.99.16.010.6112.9215.4217.9220.4222.9225.4227.9230.4232.9235.2235.41

SHARED-USE PATH PROFILE

ORIGINAL GROUND

SHARED-USE PATH

PROPOSED 

TOP OF RAIL PROFILE

PROFILE MATCHES PROPOSED 

PROPOSED SHARED-USE 

PROPOSED TOP OF RAIL

PIER 1

SUP ABUTMENT

TPR-16

0 20 40 60 80'

HORIZONTAL SCALE

0 4 8'

VERTICAL SCALE

SOUTH ALTERNATIVE

SHARED-USE PATH PROFILE
1935.49

ALBANY

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

15'-0"

15'-0" 15'-0"

12" (TYP.)

12" (TYP.)

2:1

2:1

2:1

2:1

2:1

2:1

2:1

2:1

2:1

4'-0"

2'-0"

2'-0"

4'-0"

C/L TRACK

C/L TRACK C/L TRACK

15'-0"

SLOPE:2% SLOPE:2%

SLOPE:2% SLOPE:2%

2 TRACK TANGENT SECTION

TRACK TANGENT SECTION

14'-0" MIN.

CUT SECTION

FILL SECTION CUT SECTION

FILL SECTION

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

17"

17"

17"

CROSSTIES 7" x 9" x 9'-0"

(TYP.)

CROSSTIES 7" x 9" x 9'-0"

STONE BALLAST

STONE BALLAST

6" COMPACTED SUBBALLAST

6" COMPACTED SUBBALLAST

2:1

LOOKING WEST

C/L TRACK 2 C/L TRACK 1

14'-0"

C/L BRIDGE

50'-10" OUT-TO-OUT

BALLASTED DECK

GIRDER SPAN

12'-0"

DECK GIRDER APPROACH SECTION

9'-0" MIN. 9'-0" MIN.

TS-1 TYPICAL SECTIONS

5 0 5 10 15 20'

1" = 10'
36'-0"

36'-0" CENTER TO CENTER TRUSS

58'-4" OUT-TO-OUT

C/L BRIDGE

C/L TRACK 2 C/L TRACK 1

14'-0"

FIXED TRUSS SECTION

LOOKING WEST

23'-0" (MIN.), 23'-6" PROPOSED

12'-0"

4'-0"

WALKWAY

MAINT.

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-2

TYPICAL SECTIONS

36'-0"

36'-0" CENTER TO CENTER TRUSS

58'-4" OUT-TO-OUT

C/L BRIDGE

C/L TRACK 2 C/L TRACK 1

14'-0"

LOOKING WEST

23'-0" (MIN.), 23'-6" PROPOSED

12'-0"

4'-0"

WALKWAY

MAINT.

MECHANICAL HOUSE 

OPERATOR AND 

LIFT SPAN SECTION

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1
LOOKING WEST

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-3

TYPICAL SECTIONS

LOOKING WEST

C/L TRACK 2 C/L TRACK 1

C/L BRIDGE

C/L BRIDGE

C/L TRACK 2 C/L TRACK 1 23'-0" (MIN.), 23'-6" PROPOSED

18'-2" (MIN.)

WALKWAY

4'-0"

MAINT.

PROPOSED SECTION EXISTING SECTION

38'-2" OUT-TO-OUT

29'-0" CENTER TO CENTER TRUSS

12'-0"

28'-9ƒ "

MAINT.

6'-0"

WALKWAY

36'-0" CENTER TO CENTER TRUSS

36'-0"

12'-0"

14'-0"

58'-4" OUT-TO-OUT

50'-8"

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-4

TYPICAL SECTIONS

LOOKING WEST

(SOUTH ALTERNATIVE SHOWN)

PROPOSED TRACK SECTION UNDER STA. 29+00

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

LOW STEEL

BOTTOM OF

C/L TRACK 2

RETAINING WALL

PROPOSED

LEVEL

GROUND 

EXISTING 

FOR I-787

COLUMN 

EXISTING 

FOR I-787

COLUMN 

EXISTING 

LEVEL

GROUND 

EXISTING C/L TRACK 1 C/L EXISTING TRACK 1

C/L EXISTING TRACK 2

BIN: 1092881

INTERSTATE 787

LEVEL

GROUND 

EXISTING 

BRACKET

EXISTING SIGN 

FENCING

PROPOSED

FENCING

EXISTING 

GENERATOR

EXISTING 

(I-787)

CLEARNACE

VERTICAL

23'-0" MIN.

14'-0"

22'-3" (MIN.) CLEARANCE

(MIN.) CLEARANCE

12'-5"

REMOVED

TO BE 

FENCING

EXISTING 
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-5

TYPICAL SECTIONS

LOOKING WEST

(SOUTH ALTERNATIVE SHOWN)

PROPOSED TRACK SECTION STA. 27+50

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

C/L TRACK 2 C/L EXISTING TRACK 1

LOW STEEL

BOTTOM OF

BIN: 1092881

INTERSTATE 787

BRACKET

EXISTING SIGN 

(I-787)

CLEARNACE

VERTICAL

23'-0" MIN.

C/L TRACK 1 C/L EXISTING TRACK 2

FENCING

PROPOSED

LEVEL

GROUND 

EXISTING 

PATH

SHARED USE 

PROPOSED 

GROUND LEVEL

PROPOSED 

14'-0"

28'-5" 29'-7"

14'-0"

WALL

RETAINING 

PROPOSED
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-6

TYPICAL SECTIONS

LOOKING WEST

(SOUTH ALTERNATIVE SHOWN)

PROPOSED TRACK SECTION WEST ABUTMENT

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

C/L EXISTING TRACK 2 C/L EXISTING TRACK 1

C/L TRACK 2 C/L TRACK 1

BRIDGE

C/L 

PROPOSED GROUND LEVEL

14'-0"

12'-0"

USE PATH

SHARED 

(TYP.)

BEARING 

PROPOSED 

(TYP.)

GIRDER 

PROPOSED 

EXISTING GROUND LEVEL

WALKWAY (TYP.)

PROPOSED MAINTENANCE 

PROPOSED WEST ABUTMENT PROPOSED GROUND LEVEL
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-7

TYPICAL SECTIONS

LOOKING EAST

PROPOSED TRACK SECTION EAST ABUTMENT

(SOUTH ALTERNATIVE SHOWN, EXISTING STRUCTURES NOT SHOWN FOR CLARITY)

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

C/L TRACK 2

14'-0"

C/L WYE TRACK C/L TRACK 1

WALKWAY (TYP.)

PROPOSED MAINTENANCE 

PROPOSED EAST ABUTMENT

C/L EXISTING TRACK 1 C/L EXISTING TRACK 2

BEARING (TYP.)

PROPOSED 

GIRDER (TYP.)

PROPOSED 

ABUTMENT, SEE DWG. NO. TS-9

FOR SHARED USE PATH 

LEVEL

GROUND 

EXISTING 

LEVEL

GROUND 

PROPOSED 
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-8

TYPICAL SECTIONS

LOOKING EAST

PROPOSED TRACK SECTION PIER 1

(SOUTH ALTERNATIVE SHOWN, EXISTING STRUCTURES NOT SHOWN FOR CLARITY)

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

12'-0"

USE PATH

SHARED 

14'-0"

C/L WYE TRACK C/L TRACK 1 C/L TRACK 2

PROPOSED PIER 1

PROPOSED BEARING (TYP.)

PROPOSED GIRDER (TYP.)

C/L EXISTING TRACK 1 C/L EXISTING TRACK 2

WALKWAY (TYP.)

PROPOSED MAINTENANCE 

LEVEL

EXISTING GROUND 

TREMIE SEAL (IF REQUIRED)

PIER FOOTING
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO. 

DESIGN SUPERVISOR JOB MANAGER DESIGN CHECK DRAFTING CHECK PROJECT MANAGER

TS-9

TYPICAL SECTIONS

PROPOSED SECTION SUP ABUTMENT

(SOUTH ALTERNATIVE SHOWN)

LOOKING SOUTH

1935.49

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FILE NAME =

USER =

DATE/TIME =

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: 1

12'-0"

PROPOSED BEARING (TYP.)

PROPOSED GIRDER (TYP.)

PROPOSED SHARED USE PATH ABUTMENT

EXISTING GROUND LEVEL

SHARED USE PATH