9
TYP-1 SHLDR. SHLDR. 12’-0"vTOv14’-0" VARIES LANE WB ENTRANCE 12’-0"vTOv14’-0" VARIES VARIES 4’-0"vTOv1’-0" 6’-0"vTOv12’-0" VARIES SHOULDER SHOULDER SHOULDER 8’-0" SHOULDER 8’-0" 1B 2A RAMP F RECONSTRUCTION STA. PF 17+91.18 TO STA. PF 23+05.00 STA. PA 20+02.00 TO STA. PA 25+08.00 RAMP A RECONSTRUCTION 1A STA. PA 14+10.00 TO STA. PA 17+83.00 RAMP A RECONSTRUCTION 2’-0" VARIES 4’-0"vTOv1’-0" SHLDR. SHLDR. 16’-0"vTOv12’-0" VARIES LANE WB ENTRANCE 16’-0"vTOv12’-0" VARIES VARIES 0’-0"vTOv4’-0" SHOULDER VARIES 0’-0"vTOv4’-0" VARIES 0’-0"vTOv2’-0" LANE WB EXIT LANE WB EXIT RAMP A & RAMP F 6’-0" SHOULDER 6’-0" 13’-0"vTOv16’-0" VARIES LANE EB EXIT 13’-0"vTOv16’-0" VARIES LANE EB EXIT 6’-0"vTOv8’-0" VARIES CHECKED BYDRAWING NUMBER: DATE: CONTRACT NUMBER: DRAF TED BYCHECKED BYDESGNED BYDESGN SUPERVSORALTERED ON: SIGNATURE: STAMP: AFFIXED ON: SIGNATURE: STAMP: SYM. BY DESCRIPTION REVISIONS DATE TITLE OF PROJECT TITLE OF DRAWING LOCATION OF PROJECT ALTERATION. THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE. LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING S. ROMESER MP 278.93 / BIN 5510090 ONONDAGA COUNTY J . HOF MANN B. W AL KER R. CODY B. W AL KER TAB 17-XX INTERCHANGE 35 RAMP OVER INTERSTATE I-90 TOWN OF DEWITT TYPICAL SECTIONS MAY 2017

1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

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Page 1: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

TYP-1

SHLDR. SHLDR.

12’-0"vTOv14’-0"

VARIES

LANE

WB ENTRANCE

12’-0"vTOv14’-0"

VARIES

VARIES 4’-0"vTOv1’-0"

6’-0"vTOv12’-0"

VARIES

SHOULDERSHOULDER

SHOULDER

8’-0"

SHOULDER

8’-0"

1B

2A RAMP F RECONSTRUCTION

STA. PF 17+91.18 TO STA. PF 23+05.00

STA. PA 20+02.00 TO STA. PA 25+08.00

RAMP A RECONSTRUCTION

1ASTA. PA 14+10.00 TO STA. PA 17+83.00

RAMP A RECONSTRUCTION

2’-0"

VARIES 4’-0"vTOv1’-0"

SHLDR. SHLDR.

16’-0"vTOv12’-0"

VARIES

LANE

WB ENTRANCE

16’-0"vTOv12’-0"

VARIES

VARIES 0’-0"vTOv4’-0"

SHOULDER

VARIES 0’-0"vTOv4’-0"

VARIES 0’-0"vTOv2’-0"

LANE

WB EXIT

LANE

WB EXIT

RAMP A & RAMP F

6’-0"

SHOULDER

6’-0"

13’-0"vTOv16’-0"

VARIES

LANE

EB EXIT

13’-0"vTOv16’-0"

VARIES

LANE

EB EXIT

6’-0"vTOv8’-0"

VARIES

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

TYPICAL SECTIONS

MAY 2017

Page 2: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

TYP-2

4AN.T.S.

RAMP A BRIDGE OVER I-90 EB & WB STA. PA 17+82 TO STA. PA 20+02

1’-6" 1’-6"

4’-0"vSHLDR. 4’-0"vSHLDR.

2’-0"

I-90 MAINLINEBIN 5510090

SHOULDER

6’-0" (MIN)

LANE

WB EXIT

12’-0" (MIN)

LANE

WB ENTRANCE

12’-0" (MIN)

SHOULDER

6’-0" (MIN)

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

TYPICAL SECTIONS

MAY 2017

vosburghd
Callout
Existing Bridge Width is 43' Out to Out
Page 3: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

E

E

E

EF 21+00

EE 10+00

EE 11+00

EA 14+00

EA 15+00

EA 16+00

EA 17+00 EA 18+00

PF 2

0+00

PF 21+00

PF 22+00PF 23+00

PA 10+00

PA 11+00 PA 12+00PA 13+00

PA 14+00

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PLAN

MAY 2017

PL-01

20 0 20 40

N

MAT

CH LIN

E ST

A.

PA 14+75,

SEE PL-02EXIT 35 TERMINUS

RAMP E

RAMP A

RAMP F

PROPOSED HCL & TGL

PC

STA. PA 10+72.22

PT

STA. PF 23+89.82

STA. PA 10+00 TO STA. PA 14+75

E 952098.59

N 1126388.66

PI STA. 10+00.00

END FULL DEPTH WIDENING

MATCH TO EXISTING

WORK LIMIT

STA. PF 23+05.00, 10’ RT.

16’

16’

16’

16’

31’

STA. PA 10+22.72

BEGIN 2" MILL & OVERLAY

MATCH TO EXISTING

PROJECT LIMIT

CO

NT

RA

CT

LI

MIT

10’

8’+2

816’

16’

Rv=v315

Rv=v2240’

Rv=v2192’

16’

16’

+54

BEGIN FULL DEPTH WIDENING

END MILL & OVERLAY

STA. PA 14+10.00

17’

BEGIN MEDIAN & LANE TAPER

9’

8’

8’

6’

STA. PF 21+18.34

PCC

PROPOSED HCL & TGL

STA. PA 13+42.00, LT. & RT.

BEGIN SHOULDER TAPER, RT.

6’

+46

Page 4: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

E

E

DNB-15

DNB-14

DNB-13

EF 18+00

EF 1

9+00

EF 20

+00

EE 12+00

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

WB 2518+00

WB 2519+00

WB 2520+00

WB 2521+00

EB 2518+00

EB 2519+00

EB 2520+00

EB 2521+00

PF 18+00

PF 1

9+00

PF 20+00

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

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PLAN

MAY 2017

PL-02

MAT

CH LIN

E ST

A.

PA 14+75,

SEE PL-01

MAT

CH LIN

E ST

A.

PA 20+50,

SEE PL-03

PT

STA. PA 15+53.36

PC

STA. PF 17+91.18

PROPOSED HCL & TGL

N

RAMP F

STA. PA 14+75 TO STA. PA 20+50

20 0 20 40

Rv=v31

5’

13’

13’

8’

12’

12’5’

5’

1.5’

FOR BRIDGE RECONSTRUCTION

BIN 5510090, SEE ST-1 THRU ST-5

RAMP A

RAMP E

I-90 E

AST

BO

UN

D

I-90

WEST

BO

UN

D

BRIDGE CLEARENCE

POINTS OF MINIMUM

APPROXIMATE FILL LINE

IMPACT ATTENUATOR

BEGIN BOX BEAM MEDIAN BARRIER

6’

6’

BOX BEAM GUIDE RAIL (TYP.)

PROPOSED HCL & TGL

(TYP.)

BOX BEAM GUIDE RAIL

STA. PA 15+53.36, LT. & RT.

END MEDIAN & LANE TAPER

STA. PA 17+83.00, LT. & RT.

BEGIN BRIDGE REPLACEMENT

STOP FULL DEPTH PAVEMENT

STA. PF 17+91.18, LT. & RT.

FULL DEPTH RECONSTRUCTION

BEGIN WIDENING AND

MATCH TO EXISTING

WORK LIMIT

12’ (MIN)

12’ (MIN)

6’v(MIN)

STA. PA 20+02.00, LT. & RT.

RESUME FULL DEPTH PAVEMENT

END BRIDGE REPLACEMENT

BEGIN LANE & SHOULDER TAPER

9.5’

6’v(MIN)1.5’

5’

5’

6’v(MIN)

12’ (MIN)

12’ (MIN)

6’v(MIN)

Page 5: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

MAT

CH LIN

E ST

A.

PA 20+50,

SEE PL-02

PC

STA. PF 21+91.53

PL-03

N

20 0 20 40

14’

14’

14’

14’

12’

8’

14’

PC

4’

STA. PA 25+08.00

MATCH LI

NE ST

A. P

A 26

+00, S

EE PL-0

4

STA. PA 20+50 TO STA. PA 26+00

APPROXIMATE FILL LINE (TYP.)

BOX BEAM MEDIAN BARRIER (TYP.)

RAMP A

STA. PA 25+08

FULL DEPTH RECONSTRUCTION

END WIDENING AND

MATCH TO EXISTING

PROJECT LIMIT

8’

8’

BOX BEAM GUIDE RAIL (TYP.)

PROPOSED HCL & TGL

8’

14’

14’

8’

STA. PF 21+91.53, RT.

BEGIN SHOULDER TAPER

STA. PF 21+91.53, LT. & RT.

BEGIN MEDIAN TAPER

5’

5’

STA. PA 21+02.00, LT. & RT.

END LANE & SHOULDER TAPER

5’

5’

O

O

EA 24+00 EA 25+00 EA 26+00EA 27+00

EA 28+00

EA 29+00

PA 21+00 PA 22+00

PA 23+00

PA 24+00

PA 25+00

PA 26+00

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PLAN

MAY 2017

vosburghd
Callout
Petroleum Pipeline
Page 6: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

MATCH LIN

E STA.

PA 26+00,

SEE PL-0

3

N

20 0 20 40

PL-04STA. PA 26+00 TO STA. ED 36+28

BOX BEAM MEDIAN BARRIER (TYP.)

RAMP A

MATCH LI

NE STA.

EB 35

+15,

SEE LEF

T

MATCH LI

NE STA.

EB 35

+15,

SEE RI

GHT

STA. ED 36+28.00, LT.

END ASSEMBLY, TYPE C

END BOX BEAM BARRIER

WORK LIMIT

BOX BEAM MEDIAN BARRIER (TYP.)

ED 35+00

EB 35+00

EA 30

+00

EA 31+00EA 32+00

EA 33+00EA 34+00

PA 26

+00

PA 27+00

PA 28+00

PA 29+00

PA 30+00

PA 31+00

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PLAN

MAY 2017

ED 36+00

EB 36+00

Page 7: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

02040

8

4

0

OR TYPICAL SECTIONS FOR MORE INFORMATION.

FOR HORIZONTAL CONTROL LINE (HCL), SEE PLAN SHEETS

SUPERELEVATION LEGEND

DENOTES TGL

DENOTES RIGHT EP

DENOTES LEFT EP

PRO-1

GENERAL PROFILE NOTE:

415

420

425

430

435

440

415

420

425

430

435

440

PA 10+00PA 10+00 PA 11+00 PA 12+00 PA 13+00 PA 14+00 PA 15+00

420

425

430

435

420

425

430

435435

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

STA. PA 10+00 TO STA. PA 15+50STA. PF 17+75 TO STA. PF 23+25

ELEV. 429.66

PVI STA. PA 13+00.00

MATCH TO EXISTING

BEGIN MILL & OVERLAY

PROJECT LIMIT

ELEV. 428.06

PVI STA. PF 17+91.18

MATCH TO EXISTING

ELEV. 426.61

PVT STA. PF 23+00.00

MATCH TO EXISTING

RAMP F

RAMP A

WEST SOUTH

SOUTH NORTH

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

BEGIN RECONSTRUCTION

WORK LIMIT

END RECONSTRUCTION

WORK LIMIT

BEGIN RECONSTRUCTION

END MILL & OVERLAY

STA. PA 14+10.00

PV

C

PA 13

+80.0

0

EL

EV 430.8

9

PVI PA 14+30.00

ELEV 431.66

L = 100.00 ft

G1 = 1.54%

G2 = 4.00%

SSD = 455 ft

K 40.649

PV

T

PA 14

+80.0

0

EL

EV 433.6

6

1.54%

4.00%

PV

C

PA 15

+40.0

0

EL

EV 436.0

6

424.8

5

425.6

3

426.4

9

427.2

8

428.0

6

428.8

6

429.6

6

430.3

1

431.14

431.86

432.4

0

433.4

4

429.6

6

430.4

3

431.2

5

432.5

7

434.4

6

436.4

5

PV

C

PF 18

+00.0

0

EL

EV 428.2

5

PVI PF 19+00.00

ELEV 430.38

L = 200.00 ft

G1 = 2.13%

G2 = -0.63%

SSD = 491 ft

K 72.497

HIG

H

PF 19

+54.2

3

EL

EV 429.8

9

PV

T

PF 20

+00.0

0

EL

EV 429.7

5

PV

C

PF 21

+00.0

0

EL

EV 429.1

1

PVI PF 22+00.00

ELEV 428.48

L = 200.00 ft

G1 = -0.63%

G2 = -1.87%

SSD = 968 ft

K 160.944

2.13%

-0.63%

428.2

4

428.9

9

429.6

0

429.8

0

429.4

3

428.7

9

428.2

9

427.8

9

427.7

8

427.2

0

426.6

1

426.3

1

428.2

5

429.1

4

429.6

9

429.8

9

429.7

5

429.4

3

429.1

1

428.7

2

428.1

7

427.4

7

426.6

1

427.7

0

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PROFILE

MAY 2017

Page 8: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

STA. PA 15+50 TO STA. PA 21+00

02040

8

4

0

OR TYPICAL SECTIONS FOR MORE INFORMATION.

FOR HORIZONTAL CONTROL LINE (HCL), SEE PLAN SHEETS

SUPERELEVATION LEGEND

DENOTES TGL

DENOTES RIGHT EP

DENOTES LEFT EP

PRO-2

GENERAL PROFILE NOTE:

415

420

425

430

435

440

445

450

455455

415

420

425

430

435

440

445

450

455455

PA 15+50 PA 16+00 PA 17+00 PA 18+00 PA 19+00 PA 20+00 PA 21+00

CLEARANCE

16’-6"(MIN.)

BIN 5510090

PROPOSED GRADE

RAMP A

EXISTING GROUND

NORTHSOUTH

I-90 WESTBOUNDI-90 EASTBOUND

PVI PA 19+00.00

ELEV 450.46

L = 720.00 ft

G1 = 4.00%

G2 = -4.00%

SSD = 441 ft

K 90.000

HIG

H

PA 19

+00.0

0

EL

EV 443.2

6

CLEARANCE

16’-6"(MIN.)

433.4

4

434.7

1

435.5

3

436.2

7

437.0

5

431.15

421.24

420.9

3

421.36

432.7

6

436.14

435.6

6

436.4

5

438.2

6

439.7

9

441.0

4

442.0

1

442.7

0

443.1

2

443.2

6

443.1

2

442.7

0

442.0

1

441.0

4

10.0’ 12.0’ 12.0’ 12.0’ 12.0’ 12.0’ 10.0’

LANES

12’ FUTURE

SHOULDERS

FUTURE

4’

SHLDR

4’

SHLDR

4’

LANE

EXIST

LANE

EXIST

LANE

EXIST

LANE

EXIST

LANE

EXIST

SHLDR

EXIST

SHLDR

EXIST

1

4

2

1

16.0’

VARIES

2

1

1

4

16.0’

4’ 4’

VARIES

CLEAR ZONE

30.0’CLEAR ZONE

30.0’

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PROFILE

MAY 2017

vosburghd
Callout
Petroleum Pipeline crosses Exit 35 Ramp at approximately Sta. 20+75
vosburghd
Callout
Approximate Change in Fill Depth is 5.87'
Page 9: 1A RAMP A RECONSTRUCTION - New York State Thruway · e e. d n b-1 5 1 4 d n b-1 3. e f r 1 8 + 0 0 e f 9 + 0 ef 0 + 0 e e i 2 + 0 ea 19+ 0 ea 20+00 ea 21+00 ea 22+00 ea 23+00 ea 24+00

STA. PA 21+00 TO STA. PA 26+50

02040

8

4

0

OR TYPICAL SECTIONS FOR MORE INFORMATION.

FOR HORIZONTAL CONTROL LINE (HCL), SEE PLAN SHEETS

SUPERELEVATION LEGEND

DENOTES TGL

DENOTES RIGHT EP

DENOTES LEFT EP

PRO-3

GENERAL PROFILE NOTE:

415

420

425

430

435

440

445445

415

420

425

430

435

440

445445

PA 21+00 PA 22+00 PA 23+00 PA 24+00 PA 25+00 PA 26+00

EXISTING GRADE

PROPOSED GRADE

END RECONSTRUCTION

PROJECT LIMIT

ELEV. 426.92

PVI STA. PA 25+07.93

MATCH TO EXISTING

RAMP A

SOUTH NORTH

PV

T

PA 22

+60.0

0

EL

EV 436.0

6

PV

C

PA 23

+85.0

0

EL

EV 431.0

6

PVI PA 24+35.00

ELEV 429.06

L = 100.00 ft

G1 = -4.00%

G2 = -2.93%

SSD = 418 ft

K 93.889

PV

T

PA 24

+85.0

0

EL

EV 427.5

9

-4.00%

-2.93%

435.6

6

434.7

3

433.3

4

433.6

0

433.3

3

432.0

6

430.4

6

428.8

0

427.15

425.6

8

424.3

8

423.2

3

441.0

4

439.7

9

438.2

6

436.4

5

434.4

6

432.4

6

430.4

7

428.6

9

427.1

5

CH

EC

KE

D B

Y:

DRAWING NUMBER:

DATE:

CONTRACT NUMBER:

DR

AF

TE

D B

Y:

CH

EC

KE

D B

Y:

DE

SIG

NE

D B

Y:

DE

SIG

N S

UP

ER

VIS

OR:

ALTERED ON:

SIGNATURE:

STAMP:

AFFIXED ON:

SIGNATURE:

STAMP:

SYM.BYDESCRIPTION

REVISIONS

DATE

TITLE OF PROJECT

TITLE OF DRAWING

LOCATION OF PROJECT

ALTERATION.

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE.

LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT,

ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING

S.

RO

MEIS

ER

MP 278.93 / BIN 5510090

ONONDAGA COUNTY

J.

HO

FM

AN

NB.

WA

LK

ER

R.

CO

DY

B.

WA

LK

ER

TAB 17-XXINTERCHANGE 35 RAMP OVER INTERSTATE I-90

TOWN OF DEWITT

ROADWAY PROFILE

MAY 2017