REGION 11 REHABILITATION OF THREEHIGHBRIDGE INTERCHANGE BRIDGES

PIN X726.99, Contract D900039

DB CONTRACT DOCUMENTS

PART 6RFP PLANS

Final May 15, 2017

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New York State Department of Transportation

Region 11 Highbridge Interchange Ramp Bridges i Part 6 - RFP PlansPIN X726.99, Contract D900039 Final May 15, 2017

DIRECTIVE PLANS

This page is intentionally left blank

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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AS REQUIRED (TYP.)

DRAINAGE STRUCTURES

REMOVE AND REPLACE

GAP ACCEPTANCE LENGTH

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RAMP F

RAMP C

NEW YORK CENTRAL RAILROAD

BRIDGE ABUTMENT

RAMP AND AT GRADE APPROACH. REFER TO TYPICAL SECTIONS.

AND BLUE PAINTED STEEL RAILING WITHIN PROJECT LIMITS FOR EACH

REMOVE EXISTING 3’-4" (TYPICAL) SAFETY WALK, CURB,1.

AT GRADE ROADWAY

EXISTING

MILL AND REPAVE

AT ROADWAY WIDENING

DEPTH PAVEMENT

INSTALL NEW FULL

NOTES ON PROJECT LIMITS:

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

RETAINING WALL

SLOPE HALF SECTION BARRIER ON

APPROXIMATE END NEW SINGLE

SHEET 1 OF 3

ALIGNMENT

DIRECTIVE PLANS

SOUTH

I-87 MAJOR DEEGAN EXPWY

PROVIDE MIN. 470’

RAMP C

RAMP F

24’-0"

1’-0"

6’-0"

AT ROADWAY WIDENING

DEPTH PAVEMENT

INSTALL NEW FULL

WITHIN PROPOSED WORK (TYP.)

OVERHEAD SIGN STRUCTURES

REMOVE AND REPLACE EXISTING

24’-0"

6’-0"

AT GRADE ROADWAY

MILL AND REPAVE EXISTING

END NEW RETAINING WALL

APPROXIMATESECTION BARRIER

NEW SINGLE SLOPE HALF

OF WORK

DIRECTIVE LIMITS

BE REMOVED FROM THE RFP BY THE ISSUANCE OF A CHANGE ORDER

NOTICE TO PROCEED PROVIDED IN THE REQUEST FOR PROPOSALS (RFP), THE RAMP M WORK MAY

ENVIRONMENTAL DETERMINATION ASSOCIATED WITH THIS WORK IS NOT MADE ON OR BEFORE THE

OVERHEAD SIGN STRUCTURES) IS CURRENTLY UNDER NEPA REEVALUATION. IN THE EVENT AN

LIMITED TO RETAINING WALL, NEW PAVEMENT, RESURFACING EXISTING ADJACENT PAVEMENT,

RAMP M WORK ASSOCIATED WITH AND BETWEEN STA M11+00 TO STA-M9+50 (INCLUDING BUT NOT

C21+00

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I-87 MAJOR DEEGAN EXPWY

NORTH

I-87 MAJOR DEEGAN EXPWY

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I-87 MAJOR DEEGAN EXPWY

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I-87 MAJOR DEEGAN EXPWY

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GC

HE

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\DIR

EC

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726.9

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DRAINAGE STRUCTURES

REMOVE AND REPLACE

LENGTH

GAP ACCEPTANCE TAPER LENGTH ACCELERATION LENGTH

NEW YORK CENTRAL RAILROAD

RAMP C/F

NOTES ON PROJECT LIMITS:

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

SHEET 2 OF 3

ALIGNMENT

DIRECTIVE PLANS

PROVIDE MIN. 565’

MEET EXISTING PAVEMENT

END CONCRETE CURB-TYPE A

APPROXIMATE

WITHIN PROPOSED WORK (TYP.)

OVERHEAD SIGN STRUCTURES

REMOVE AND REPLACE EXISTING

OF WORK

DIRECTIVE LIMITS

BARRIER ON NEW RETAINING WALL

NEW SINGLE SLOPE HALF SECTION

6’-0"

24’-0"

24’-0"

6’-0"

EXISTING AT GRADE ROADWAY

MILL AND REPAVE

PAVEMENT AT ROADWAY WIDENING

INSTALL NEW FULL DEPTH

LIMITS OF WORK

DIRECTIVE

24’-0"

1’-0"

6’-0"

NEW RETAINING WALL

PROVIDE MIN. 300’PROVIDE MIN. 470’

NEW RETAINING WALL

APPROXIMATE BEGIN

CURB-TYPE A

BEGIN CONCRETE

APPROXIMATE

HALF SECTION BARRIER

END NEW SINGLE SLOPE

APPROXIMATE

BE REMOVED FROM THE RFP BY THE ISSUANCE OF A CHANGE ORDER

NOTICE TO PROCEED PROVIDED IN THE REQUEST FOR PROPOSALS (RFP), THE RAMP M WORK MAY

ENVIRONMENTAL DETERMINATION ASSOCIATED WITH THIS WORK IS NOT MADE ON OR BEFORE THE

OVERHEAD SIGN STRUCTURES) IS CURRENTLY UNDER NEPA REEVALUATION. IN THE EVENT AN

LIMITED TO RETAINING WALL, NEW PAVEMENT, RESURFACING EXISTING ADJACENT PAVEMENT,

RAMP M WORK ASSOCIATED WITH AND BETWEEN STA M11+00 TO STA-M9+50 (INCLUDING BUT NOT

SOUTH

I-87 MAJOR DEEGAN EXPWY

NORTH

I-87 MAJOR DEEGAN EXPWY

SEDGEWICK AVENUE

CEDAR AVE

C

C

C C

M-6+00

M-7+00

M-8+00

M-9+00

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M-10+00

-10+57.5

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EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\DIR

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726.9

9_cph_gnp_

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017

NA

ME =

DA

TE =

TIM

E =

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2 A

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R =

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SCALE 1"=80’

0 40 80 160120

GRID

NO

RT

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MAT

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E - SEE

DW

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AL

G-2

165’-0"

ACCELERATION LENGTH

NEW YORK CENTRAL RAILROAD

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

PROVIDE MIN. 565’

SHEET 3 OF 3

ALIGNMENT

DIRECTIVE PLANS

OF WORK

DIRECTIVE LIMITS

AT END OF EXISTING GORE STRIPING

BEGIN SOLID WHITE PAVEMENT MARKING EXTENSION

AT ROADWAY WIDENING

INSTALL NEW FULL DEPTH PAVEMENT

AT GRADE ROADWAY

MILL AND REPAVE EXISTING

OF WORK

DIRECTIVE LIMITS

HALF SECTION BARRIER

BEGIN NEW SINGLE SLOPE

APPROXIMATE

BE REMOVED FROM THE RFP BY THE ISSUANCE OF A CHANGE ORDER

NOTICE TO PROCEED PROVIDED IN THE REQUEST FOR PROPOSALS (RFP), THE RAMP M WORK MAY

ENVIRONMENTAL DETERMINATION ASSOCIATED WITH THIS WORK IS NOT MADE ON OR BEFORE THE

OVERHEAD SIGN STRUCTURES) IS CURRENTLY UNDER NEPA REEVALUATION. IN THE EVENT AN

LIMITED TO RETAINING WALL, NEW PAVEMENT, RESURFACING EXISTING ADJACENT PAVEMENT,

RAMP M WORK ASSOCIATED WITH AND BETWEEN STA M11+00 TO STA-M9+50 (INCLUDING BUT NOT

TS-01

SLOPE VARIES

FOR PAVEMENT (SEE NOTE 1)

NEW CONCRETE FOUNDATION

COURSE (SEE NOTE 1)

NEW COMPACTED SUBBASE

STANDARD DETAILS

AS PER NYSDOT

LONGITUDINAL JOINT TIES

CONSTRUCT AND SEAL

SAWCUT

EXISTING CONCRETE SLAB (SEE NOTE 1)

EXISTING SUBBASE (SEE NOTE 1)

EXISTING TO REMAIN

EXISTING PAVEMENT

MILL AND RESURFACE

PAVEMENT

NEW FULL DEPTH

N.T.S.

NOTES:

DETAIL

TYPICAL SECTIONS

DIRECTIVE PLANS

COURSE(S)

NEW TOP AND BINDER

SLOPE VARIES

COURSE (SEE NOTE 1)

NEW COMPACTED SUBBASE

STANDARD DETAILS

AS PER NYSDOT

LONGITUDINAL JOINT TIES

CONSTRUCT AND SEAL

SAWCUT

EXISTING CONCRETE SLAB (SEE NOTE 1)

EXISTING SUBBASE (SEE NOTE 1)

PAVEMENT

NEW FULL DEPTH

N.T.S.

CEMENT CONCRETE/HOT MIX ASPHALT)

ADJACENT PAVEMENT IN THICKNESS AND TYPE (I.E. PORTLAND

THICKNESS. NEW FULL DEPTH PAVEMENT TO MATCH EXISTING

DESIGN-BUILDER TO DETERMINE THE FINAL DESIGN PAVEMENT

EXISTING PAVEMENT CORES TO BE EVALUATED BY THE 1.

WITH EXISTING PCC PAVEMENT

NEW PCC PAVEMENT INTERFACE

DETAIL B

PAVEMENT (SEE NOTE 1)

NEW PORTLAND CEMENT

PAVEMENT

EXISTING

WITH EXISTING PAVEMENT AND ASPHALT OVERLAY

NEW PAVEMENT INTERFACE

DETAIL A

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RA

FTIN

GC

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CK

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

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00cadd\7

02civil\DIR

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LA

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017

NA

ME =

DA

TE =

TIM

E =

4:1

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7 P

MU

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R =

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TS-02

RAMP E

TYPICAL SECTIONS

DIRECTIVE PLANS

(APPROX. LOCATION E17+50 TO E22+00)

TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP E/C APPROACH (LOOKING UPSTATION)

GRADE

EXISTING

WALL

RETAINING

EXISTING

FENCE

EXISTING

NEW SUBBASE

2% 2%

SHOULDERLANE TO RAMP E LANE TO RAMP C

(181st ST WB)

TO WASHINGTON BRIDGE

WB RAMP

LB

SHOULDER

1’-6" 1’-6"

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

RET. WALL

EXISTING

LB

LANE TO RAMP C

2%2%

LANE TO RAMP E SHOULDER

GRADE

EXISTING1’-6"GORE AREA

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

N.T.S.

(APPROX. LOCATION E12+27.26 TO E14+30)

PROPOSED TYPICAL AT SUPERELEVATED SECTION

RAMP E/C APPROACH (LOOKING UPSTATION)

N.T.S.

12’-0"12’-0"VARIES3’ MIN &

PROPOSED RAMP E/C

3’ MIN & VARIES

12’-0" 12’-0" VARIES3’ MIN &

VARIES3’ MIN &

NEW SUBBASE

(APPROX. LOCATION E14+30 TO E17+50)

PROPOSED TYPICAL AT GRADE NORMAL SECTION

RAMP E/C APPROACH (LOOKING UPSTATION)

GRADE

EXISTING

NEW SUBBASE

VARIESVARIES

SHOULDER

VARIES

LANE TO RAMP E LANE TO RAMP CSHOULDER

LB

1’-6" 1’-6"

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

N.T.S.

PROPOSED RAMP E/C

12’-0" 12’-0" VARIES

ON DWG. TS-01

SEE DETAIL B

PCC PAVEMENT

NEW FULL DEPTH

PCC PAVEMENT

NEW FULL DEPTH

PCC PAVEMENT

NEW FULL DEPTH

(APPROX. LOCATION E17+50 TO APPROACH SLAB)

PROPOSED TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP E/C APPROACH (LOOKING UPSTATION)

6

BRIDGES CULVERTS

JO

B

MA

NA

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RVIS

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FTIN

GC

HE

CK

CH

EC

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

DA

TE =

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E =

4:0

2:4

8 P

MU

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R =

achizhik

VARIES

I-87 SB

I-87 SB

GRADE

EXISTING

PROPERTY

METRO NORTH

PROPERTY

METRO NORTH

WALL

RETAINING

EXISTING

MEDIAN

GRASS MEDIAN

PAVEMENT

MILL AND RESURFACE

PAVEMENT

MILL AND RESURFACE

VARIES2"MIN &

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

VARIES2% 2%

12’-0" 12’-0"

GRADE

EXISTING

LB

LB

LANE LANE SHLDR SHLDR

1’-6" 1’-6"

12’-0" MAX & VARIES 12’-0"

LANE

1’-6"

VARIES2’MIN &

SHLDR

1’-6"

R.O.W. LINE

EXISTING

SHLDRVARIES3’-6"&

VARIES3’-6"&

TS-03

RETAINING WALL

EXISTING

RETAINING WALL

EXISTING

N.T.S.

N.T.S.

RAMP E

TYPICAL SECTIONS

DIRECTIVE PLANS

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

RAMP E (34’-0" +/-)

(APPROX. LOCATION E31+52 TO E39+00)

TYPICAL AT GRADE NORMAL SECTION

RAMP E APPROACH (LOOKING UPSTATION)

RAMP E

(APPROX. LOCATION E39+00 TO E43+85)

TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP E APPROACH (LOOKING UPSTATION)

NEW SUBBASE

DEPTH PAVEMENT

NEW FULL

BARRIER

HALF SECTION

NEW SINGLE SLOPE

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL AON DWG. TS-01

SEE DETAIL ATO MATCH EXISTING (TYP.)

STEM WITH BRICK FACING

NEW REINFORCED CONCRETE

TO MATCH EXISTING (TYP.)

STEM WITH BRICK FACING

NEW REINFORCED CONCRETE

7

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

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PE

RVIS

OR

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T

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ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

DA

TE =

TIM

E =

4:0

2:5

0 P

MU

SE

R =

achizhik

GRADE

EXISTING

WALL

RETAINING

EXISTING

VARIESBARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

LANE

SHOULDERVARIES3’ MIN &

1’-6" 1’-6"

LB

SHOULDERVARIES6’-0 &

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

RAMP F

21’ & VARIES

TS-04

PAVEMENT

MILL AND RESURFACE

N.T.S.

N.T.S.

RAMP C

TYPICAL SECTIONS

DIRECTIVE PLANS

NEW SUBBASE

DEPTH PAVEMENT

NEW FULL

(APPROX. LOCATION C13+74 TO C21+45)

TYPICAL AT GRADE NORMAL SECTION

RAMP C APPROACH (LOOKING UPSTATION)

RAMP C

(APPROX. LOCATION C21+45 TO C30+40)

TYPICAL WIDENING SECTION

RAMP C APPROACH (LOOKING UPSTATION)

GRADE

EXISTING

LANELANE

I-87 NB/GORE AREA

FENCE

EXISTING

SHOULDER

PAVEMENT

MILL AND RESURFACE

1’-6"

12’-0" 12’-0"

SEDGWICK AVENUE

RAMP CRAMP F

NEW SUBBASE

DEPTH PAVEMENT

NEW FULL

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

LB

VARIES6’-0" &

LANE

1’-6"

12’-0"

RAMP C

LBGRADE

EXISTING

FENCE

EXISTING

SEDGWICK AVENUE

DEPTH PAVEMENT

NEW FULL

(WHERE SHOWN ON PLANS)

SECTION BARRIER (TYP.)

NEW SINGLE SLOPE HALF

SHLDR

EXISTING GRADE

MATCH ADJACENT

EXISTING GRADE

MATCH ADJACENT

VARIESMAX. &6’-0"

VARIES

(WHERE SHOWN ON PLANS)

NEW CONCRETE CURB, TYPE A

PAVEMENT

MILL AND RESURFACE

N.T.S.

(APPROX. LOCATION C27+40 TO C30+40)

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

GRADE (3% & VAR.)

MATCH EXISTING

TO MATCH EXISTING (TYP.)

STEM WITH BRICK FACING

NEW REINFORCED CONCRETE

(WHERE SHOWN ON PLANS)

RETAINING WALL

NEW REINFORCED CONCRETE

NEW SUBBASE

AND SEED BEYOND AS REQUIRED

STRIP TO END OF BARRIER. TOPSOIL

INSTALL VEGETATION CONTROL

8

BRIDGES CULVERTS

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GC

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CK

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EC

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

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TE =

TIM

E =

4:0

2:5

1 P

MU

SE

R =

achizhik

TS-06RAMP M

TYPICAL SECTIONS

DIRECTIVE PLANS

AREA

GRASS/TREE

AVENUE

SEDGWICK

RAMP B

GRADE

EXISTING

WALL

RETAINING

EXISTING

GRADE

EXISTING

12’-0"

CURB

NEW 6" CONCRETE

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

PAVEMENT

MILL AND RESURFACE

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

PAVEMENT

MILL AND RESURFACE

1’-6"SHOULDER

VARIES2’ MIN &

1’-6"VARIES2’ MIN &

SHOULDER

12’-0"

LB

LB

PROPOSED RAMP M

1’-6"

SHOULDER2’ MIN & VARIES

LANE

SHOULDER2’ MIN & VARIES

VARIES (5.21% MAX)VARIES (5.21% MAX) VARIES (4.17% MAX) VARIES (4.17% MAX)

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

PROPOSED RAMP M

25’-0" MAX & VARIES

VARIES 6’-0"

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

ON DWG. TS-01

SEE DETAIL A

(APPROX. LOCATION M30+60 TO M32+56)

PROPOSED TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP M APPROACH (LOOKING UPSTATION)

AND M34+20 TO M35+50)

(APPROX. LOCATION M32+56 TO M33+45

PROPOSED TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP M APPROACH (LOOKING UPSTATION)

N.T.S.

N.T.S.

VARIES (4.17% MAX)

LB

GRADE

EXISTING

AREA

GRASS/TREE

PAVEMENT

MILL AND RESURFACE

PAVEMENT

MILL AND RESURFACERAMP L

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

SHOULDER

(APPROX. LOCATION M33+45 TO M34+20)

PROPOSED TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP B & RAMP M APPROACH (LOOKING UPSTATION)

N.T.S.

PROPOSED RAMP B VARIES

PROPOSED RAMP M

12’-6"18’ AND VARIES

VARIES

SHOULDER

SHOULDER2’ MIN & VARIES

CONCRETE CURB

NEW 6"

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

TO MATCH EXISTING (TYP.)

STEM WITH BRICK FACING

NEW REINFORCED CONCRETE

10

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

DA

TE =

TIM

E =

4:0

2:5

3 P

MU

SE

R =

achizhik

GRADE

EXISTING

GRADE

EXISTING

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

TO REMAIN

EXISTING BARRIER TRAVEL WAY VARIES

12’-6"

DEPTH PAVEMENT

NEW FULL

NEW SUBBASE

PAVEMENT

MILL AND RESURFACE

1’-6"VARIES LB VARIES

SHOULDER

TS-07

N.T.S.

RAMP M

TYPICAL SECTIONS

DIRECTIVE PLANS

(APPROX. LOCATION M39+60 TO M42+25)

TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP B/M APPROACH (LOOKING UPSTATION)

RAMP B/M

ON DWG. TS-01

SEE DETAIL A

GRADE

EXISTING

GRADE

EXISTING

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

TO REMAIN

EXISTING BARRIER TRAVEL WAY VARIES

12’-6"

NEW SUBBASE

1’-6"VARIES LB VARIES

SHOULDER

N.T.S.

(APPROX. LOCATION M38+00 TO M39+60)

TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP B/M APPROACH (LOOKING UPSTATION)

RAMP B/M

VARIES (4.17% MAX)

AREA

GRASS/TREE

RAMP B

GRADE

EXISTING

12’-0"

CURB

NEW 6" CONCRETE

NEW SUBBASE

12’-0"

LB

PROPOSED RAMP M

1’-6"

SHOULDER2’ MIN & VARIES

SHOULDER2’ MIN & VARIES

VARIES (4.17% MAX) VARIES (4.17% MAX)

ON PLANS)

(WHERE SHOWN

BARRIER (TYP.)

HALF SECTION

NEW SINGLE SLOPE

N.T.S.

PCC PAVEMENT

NEW FULL DEPTH

GRADE

EXISTING

RAMP M

NEW SUBBASE

N.T.S.

PAVEMENT

MILL AND RESURFACE

PCC PAVEMENT

NEW FULL DEPTH

UNDERCLIFF AVE. BRIDGE ABUTMENT)

(APPROX. LOCATION M35+50 TO

VARIES (4.17% MAX)

PCC PAVEMENT

NEW FULL DEPTH

(APPROX. LOCATION M35+50 TO M38+00)

PROPOSED TYPICAL AT GRADE SUPERELEVATED SECTION

RAMP M APPROACH (LOOKING UPSTATION)

11

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

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NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

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02civil\DIR

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NA

ME =

DA

TE =

TIM

E =

4:0

2:5

5 P

MU

SE

R =

achizhik

GRID

NORT

H

WAS

HIN

GT

ON

BRID

GE (181

ST

RE

ET

BRID

GE)

WB

WAS

HIN

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ON

BRID

GE (181

ST

RE

ET

BRID

GE)

EB

RAM

P "E"

I-97 MAJOR DEEGAN EXPWY SB

I-97 MAJOR DEEGAN EXPWY NB

KEY PLAN

Bit.

Conc.

W

BLDG.

COL.

COL.COL.COL.COL.

COL.

COL.

COL.COL.COL.COL.COL.COL.COL.

COL.

COL.

COL.COL.

COL.

COL.

COL.

COL.

COL.

COL.COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL. COL.

COL.

COL.

COL.

COL.COL.

COL. COL.

Conc.

Bit.

JOIN

TAPPR

OACH

BIT.

DIRT

BIT.CONC.

C

C

C

C

CC

C

C

C

C

C

C

C

C

C

C C

C

E

S

P

P

BIN 1-06685-BRAMP "C"

SCALE 1"=60’

0 30 60 12090

STEEL REPAIR PLAN

RAMP "C"

DIRECTIVE PLANS

RAMP C:

BIN

1066

85B

SPAN 1

SPAN

2

C1-3

C1-2

C2-1

C2-2

C2-3

C2-5

C2-4

C1-4

C1-6

C1-5

C1-1 C1-7

BIN 1-06685-BRAMP "C"

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

SP

AN - 1

C1-1 FLOORBEAM WEB, FLANGES AND STIFFENERS

C1-2 FLOORBEAM WEB, FLANGES AND STIFFENERS

C1-3 GIRDER END OF WEB AND BEARING STIFFENERS

C1-4 KNEE BRACE WEB

C1-5 BRACKET WEB, FLANGES AND STIFFENERS

C1-6 GIRDER END OF WEB AND BEARING STIFFENERS

C1-7 BRACKET WEB, FLANGES AND STIFFENERS

- ALL BRACKET TOP TIE PLATES

SP

AN - 2

C2-1 FLOORBEAM WEB, FLANGES AND STIFFENERS

C2-2 GIRDER END OF WEB AND BEARING STIFFENERS

C2-3 KNEE BRACE WEB

C2-4 BRACKET WEB, FLANGES AND STIFFENERS

C2-5 GIRDER END OF WEB AND BEARING STIFFENERS

- ALL BRACKET TOP TIE PLATES

EXISTING SUPERSTRUCTURE STEEL REPAIRS - RAMP C

BIN 1-06685-B

S-01

NOTE:

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

1. RETROFIT GIRDER NOT SHOWN FOR CLARITY.

12

BRIDGES CULVERTS

JO

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NA

GE

RD

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N

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RVIS

OR

PR

OJ

EC

T

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ND

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FTIN

GC

HE

CK

CH

EC

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

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5/1

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017

NA

ME =

DA

TE =

TIM

E =

1:5

4:0

3 P

MU

SE

R =

achizhik

COL. COL.

COL.CONC. BIT.BIT.

COL.

DIRT

COL.

COL. COL.

COL.

COL.

JOIN

T

BIT.

JOIN

T

JOIN

T

JOINT

JOIN

T

BIT.

JOINT

BIT.

JOINTJOINT

JOINT

13

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

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RVIS

OR

PR

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EC

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ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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0 30 60 12090 BIN 1-06685-0RAMP "E"

GRID

NO

RT

H

STEEL REPAIR PLAN

RAMP "E"

DIRECTIVE PLANS

1. RETROFIT GIRDER NOT SHOWN FOR CLARITY.

E10-1E10-3

E10-2

E9-7

E9-9E9-6

E9-8

E9-5

E9-1

E9-4

E9-3

E9-2

SP

AN 9

RAMP E: BIN 1066850

SP

AN 10

E8-4

E8-6

E8-5

E8-3

E8-7

E8-2

E8-1

E7-6

E7-5

E7-1

E7-2

E7-3

E7-4

E6-5

E6-6

E6-3

E6-4

E6-2

E6-8

E6-1

E5-7

E5-4

E5-1

E5-3

E5-5

E5-6E5-2E4-6

E4-7

E4-3

E4-9

E4-5

E4-8

E4-1

E4-4

E4-2E3-5E3-2

E3-7

E3-4E3-3

E3-8

E3-1

E3-6

SPAN 7

SP

AN 8

SPAN 6

SPAN 5

SPAN 4SPAN 3SPAN 1 SPAN 2

E2-5

E2-6

E2-4

E2-3

E2-2

E2-1

E1-2

E1-4

E1-1

E1-3

S-02

STEEL REPAIR TABLE

RAMP "E"

DIRECTIVE PLANS

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

SP

AN - 1

SP

AN - 2

BIN 1-06685-0

EXISTING SUPERSTRUCTURE STEEL REPAIRS - RAMP E

ALL BRACKET TOP TIE PLATES

GIRDER

BRACKET

BRACKET

FLOORBEAM

-

E1-4

E1-3

E1-2

E1-1

ALL BRACKET TOP TIE PLATES

BRACKET

BRACKET

FLOORBEAM

KNEE BRACE

BRACKET

FLOORBEAM

-

E2-6

E2-5

E2-4

E2-3

E2-2

E2-1

SP

AN - 3

SP

AN - 4

SP

AN - 5

-

E5-7

E5-6

E5-5

E5-4

E5-3

E5-2

E5-1

ALL BRACKET TOP TIE PLATES

GIRDER

GIRDER

BRACKET

FLOORBEAM

GIRDER

GIRDER

KNEE BRACE

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

SP

AN - 6

SP

AN - 7

BIN 1-06685-0

EXISTING SUPERSTRUCTURE STEEL REPAIRS - RAMP E

SP

AN - 8

SP

AN - 9

SP

AN - 10

ALL BRACKET TOP TIE PLATES

KNEE BRACE

BRACKET

FLOORBEAM

GIRDER

BRACKET

FLOORBEAM

-

E6-6

E6-5

E6-4

E6-3

E6-2

E6-1

-

E7-6

E7-5

E7-4

E7-3

E7-2

E7-1

ALL BRACKET TOP TIE PLATES

BRACKET

FLOORBEAM

GIRDER

KNEE BRACE

BRACKET

FLOORBEAM

-

E8-7

E8-6

E8-5

E8-4

E8-3

E8-2

E8-1

-

E9-9

E9-8

E9-7

E9-6

E9-5

E9-4

E9-3

E9-2

E9-1

ALL BRACKET TOP TIE PLATES

GIRDER

GIRDER

BRACKET

FLOORBEAM

FASCIA BEAM

GIRDER

GIRDER

BRACKET

FLOORBEAM

-

E10-3

E10-2

E10-1

-

E3-8

E3-7

E3-6

E3-5

E3-4

E3-3

E3-2

E3-1

ALL BRACKET TOP TIE PLATES

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

KNEE BRACE

BRACKET

FLOORBEAM

-

E4-9

E4-8

E4-7

E4-6

E4-5

E4-4

E4-3

E4-2

E4-1

ALL BRACKET TOP TIE PLATES

BRACKET

GIRDER

GIRDER

BRACKET

FLOORBEAM

GIRDER

BRACKET

BRACKET

FLOORBEAM

ALL BRACKET TOP TIE PLATES

BRACKET

GIRDER

FLOORBEAM

S-03

ALL BRACKET TOP TIE PLATES

GIRDER

GIRDER

KNEE BEACE

BRACKET

FLOORBEAM

BRACKET

BRACKET

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB AND BOLTS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB AND TOP PLATE

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE BOLTS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/REPLACEMENT

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

14

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

09str\DIR

EC

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9_cpb_fr

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DI R.d

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5/1

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NA

ME =

DA

TE =

TIM

E =

1:5

4:0

6 P

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achizhik

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JOIN

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RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

09str\DIR

EC

TIV

E S

ET\X

726.9

9_cpb_fr

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DI R.d

gn

5/1

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017

NA

ME =

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SCALE 1"=60’

0 30 60 120

BIN 1-06687-0RAMP "M"

GRID

NO

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H

KEY PLAN

90

M1-3

NOTES

1. RETROFIT GIRDER NOT SHOWN FOR CLARITY.

M1-5

M1-4

M1-2

M1-1

M2-2

M2-5

M2-6M2-4

M2-3

M2-1

M3-1

M3-5

M3-4

M3-2

M3-3

M4-5

M4-4

M4-6

M4-9

M4-3

M4-1

M4-2

M4-8

M4-7

RAMP M: BIN 1066870

BIN 1-06687-0RAMP "M"

SPAN

1

SPAN 2

SP

AN 3

SP

AN 4

SPAN 5

SPAN

6

SPAN 7SPAN 8 SPAN 9 SPAN 10 SPAN 11 SPAN 12 SPAN 13 SPAN 14

M5-2

M5-5

M5-1

M5-7

M5-6

M5-4

M5-3

M5-8

M5-9

M5-10

M6-2

M6-3

M6-4

M6-1

M6-9

M6-6

M6-7

M6-5

M6-8

M6-10

M7-2

M7-4

M7-1

M7-7

M7-9

M7-6

M7-5

M7-8

M7-3

M7-10

M8-2

M8-4

M8-1

M8-5

M8-3

M8-6

M9-2

M9-1

M9-3

M9-4

M9-6

M9-5

M10-1

M10-5

M10-4

M10-2

M10-3

M11-6

M11-9

M11-4

M11-1

M11-2

M11-5

M11-3

M11-8

M11-7

M12-5

M12-2

M12-1

M12-3

M12-4

M12-9

M12-6

M12-8

M12-7

M13-4

M13-2

M13-1

M13-3

M13-5

M13-7

M13-6

M14-1

M14-4

M14-2

M14-3

S-04

STEEL REPAIR PLAN

RAMP "M"

DIRECTIVE PLANS

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

SP

AN - 1

SP

AN - 2

BIN 1-06687-0

SP

AN - 3

SP

AN - 4

SP

AN - 5

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

SP

AN - 6

SP

AN - 7

BIN 1-06687-0

SP

AN - 8

SP

AN - 9

SP

AN - 10

-

M1-5

M1-4

M1-3

M1-2

M1-1

-

M2-6

M2-5

M2-4

M2-3

M2-2

M2-1

-

M3-5

M3-4

M3-3

M3-2

M3-1

-

M4-9

M4-8

E4-7

M4-6

M4-5

M4-4

M4-3

M4-2

M4-1

-

M5-10

M5-9

M5-8

M5-7

M5-6

M5-5

M5-4

M5-3

M5-2

M5-1

-

M6-10

M6-9

M6-8

M6-7

M6-6

M6-5

M6-4

M6-3

M6-2

M6-1

-

M7-10

M7-9

M7-8

M7-7

M7-6

M7-5

M7-4

M7-3

M7-2

M7-1

-

M8-6

M8-5

M8-4

M8-3

M8-2

M8-1

-

M9-6

M9-5

M9-4

M9-3

M9-2

M9-1

-

M10-5

M10-4

M10-3

M10-2

M10-1

TIE PLATES

ALL BRACKET TOP

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

TIE PLATES

ALL BRACKET TOP

GIRDER

BRACKET

FLOORBEAM

BRACKET

BRACKET

FLOORBEAM

TIE PLATES

ALL BRACKET TOP

BRACKET

FLOORBEAM

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FLOORBEAM

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ALL BRACKET

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FLOORBEAM

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GIRDER

KNEE BRACE

BRACKET

GIRDER

GIRDER

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BRACKET

FLOORBEAM

TIE PLATES

ALL BRACKET TOP

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

GIRDER

GIRDER

KNEE BRACE

BRACKET

FLOORBEAM

SPAN DESIGNATION MEMBER LOCATION OF REPAIR

BIN 1-06687-0

SP

AN - 11

SP

AN - 12

-

M11-9

M11-8

M11-7

M11-6

M11-5

M11-4

M11-3

M11-2

M11-1

TIE PLATES

ALL BRACKET TOP

GIRDER

KNEE BRACE

BRACKET

BRACKET

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

-

M12-9

M12-8

M12-7

M12-6

M12-5

M12-4

M12-3

M12-2

M12-1

TIE PLATES

ALL BRACKET TOP

GIRDER

KNEE BRACE

BRACKET

FLOORBEAM

GIRDER

KNEE BRACE

BRACKET

BRACKET

FLOORBEAM

SP

AN - 13

SP

AN - 14

-

M13-7

M13-6

M13-5

M13-4

M13-3

M13-2

M13-1

TIE PLATES

ALL BRACKET TOP

GIRDER

BRACKET

FLOORBEAM

GIRDER

BRACKET

BRACKET

FLOORBEAM

-

M14-4

M14-3

M14-2

M14-1

TIE PLATES

ALL BRACKET TOP

GIRDER

BRACKET

BRACKET

FLOORBEAM

STEEL REPAIR TABLE

RAMP "M"

DIRECTIVE PLANS

S-05

TIE PLATES

ALL BRACKET TOP

FLOORBEAM

GIRDER

GIRDER

BRACKET

BRACKET

FLOORBEAM

SUPERSTRUCTURE STEEL REPAIRS - RAMP M SUPERSTRUCTURE STEEL REPAIRS - RAMP M SUPERSTRUCTURE STEEL REPAIRS - RAMP M

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

REPLACEMENT

TOP FLANGE WELDED TIE PLATES: FATIGUE REPAIR/

END OF WEB AND BEARING STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

WEB, FLANGES AND STIFFENERS

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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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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0 4 8 12 16

LC

PIER REPLACEMENT ELEVATION

S-06

NEW ELASTOMERIC BEARINGS.

NEW PIER CAP TO BE WIDE ENOUGH TO ACCOMODATE3.

SIMILAR.

HAMMERHEAD PIER TYPE IS SHOWN. OTHER PIER TYPES (IE. PIER BENT) ARE2.

FOUNDATIONS ARE SIMILAR.

PIER WITH SPREAD FOOTING FOUNDATION SHOWN. PIERS WITH PILE 1.

PIER

GRADE

EXISTING

TO REMAIN

CONCRETE & REBAR

EXISTING FOOTING

LIMITS OF REMOVAL

AND REBAR

EXISTING PIER CONCRETE

REMOVE AND REPLACE

SCALE �"=1’

EXISTING DIAPHRAGM

EXISTING FLOORBEAM

(TYP)

BRACKET

EXISTING STRINGER

NEW FASCIA c

c

STRINGER

NEW FASCIA

STRINGER

INTERIOR

EXISTING

SCALE: NTS

DIAPHRAGM (TYP)

EXISTING

(RAMP "C" - SHOWN, RAMPS "E" AND "M" - SIMILAR)

GIRDER (TYP.)

EXISTING RETROFIT

GIRDER (TYP.)

EXISTING FASCIA

SEE NOTE BELOW

(SHADED AREA - TYP.)

LIMITS OF STEEL PAINTING

SEE NOTE BELOW

(SHADED AREA - TYP.)

LIMITS OF STEEL PAINTING

PAINTING NOTES:

PIER NOTES:

STRUCTURAL STEEL PAINTING LIMITS

2’-

0"

LI

MIT

S

OF

RE

MO

VA

L

STEMWALL, AS REQUIRED

REPAIR EXISTING

GRADE

EXISTING

SCALE: NTS

ABUTMENT REHABILITATION

ABUTMENT NOTES

MISCELLANEOUS DETAILS

DIRECTIVE PLANS

WINGWALLS.

REMOVE AND REPLACE BRICK FACING ON ABUTMENT AND BOTH 1.

SEAT, AND STEM)

(BACKWALL, PEDESTALS,

CONCRETE AND REBAR

EXISTING ABUTMENT

REMOVE AND REPLACE

NEW FASCIA STRINGER TO BE FULLY PAINTED.2.

(AT EACH FASCIA GIRDER) TO BE CLEANED AND PAINTED.

ALL EXISTING STEEL SURFACES LOCATED IN THE EXTERIOR BAY1.

STEEL SURFACES TO BE PAINTED

LEGEND:

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AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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S-07PROPOSED BRIDGE DECK WIDENING

DIRECTIVE PLANS

1 30’-8" 34’-2"

2 30’-8"

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 1)

(SEE

NUMBER

SPAN

REMARK

RAMP "C"

34’-2" TO 30’-8"

VARIES

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

1’-9" 1’-9"

1 VARIES VARIES

2

3

4

5

6 1’-9" 1’-9"

7 1’-9" 1’-9"

8

9

10

WIDENED BRIDGE DECK

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 1)

(SEE

NUMBER

SPAN

REMARK

RAMP "E"

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES30’-8"

TO 34’-2"

VARIES 30’-8"

NONE NONE

30’-8" 30’-8"NONE NONE

NONE NONE 30’-8" 30’-8"

NONE NONE 30’-8" 30’-8"

WIDENED BRIDGE DECK

30’-8" 34’-2"

30’-8" 34’-2"

30’-8" 34’-2"1’-9" 1’-9"

30’-8" 34’-2"1’-9" 1’-9"

1’-9" 1’-9" VARIES VARIES

1 1’-9" 1’-9" 31’-8" 35’-2"

2 1’-9" 1’-9" 31’-8" 35’-2"

3 1’-9" 1’-9" 31’-8" 35’-2"

4 1’-9" 1’-9" 31’-8" 35’-2"

5 1’-9" 1’-9" 31’-8" 35’-2"

6 1’-9" 1’-9" 31’-8" 35’-2"

7

8

31’-8"TO 31’-8"

VARIES 35’-2"

9 NONE NONE 31’-8" 31’-8"

10 NONE NONE VARIES VARIES

11 NONE NONE 31’-8" 31’-8"

12 NONE NONE 31’-8" 31’-8"

13 NONE NONE 31’-8" 31’-8"

14 NONE NONE 31’-8" 31’-8"

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED WIDTH

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 1)

(SEE

NUMBER

SPAN

REMARK

RAMP "M"

WIDENED BRIDGE DECK

WIDTH TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED

WIDENED BRIDGE DECK

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

THE ORIGINAL WIDTH AT APPROACH SLAB

TRANSITION FROM THE PROPOSED WIDTH TO

TO THE PROPOSED WIDTH

TRANSITION FROM THE ORIGINAL WIDTH

WIDENED BRIDGE DECK

TO THE PROPOSED WIDTH AT APPROACH SLAB

TRANSITION FROM THE ORIGINAL WIDTH

NOTE:

vvvvvPLANS: DWGS. S-01, S-02 AND S-04.

1. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE

NONE NONE 31’-8" 31’-8" ORIGINAL BRIDGE DECK WIDTH

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AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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RAMP ’E’ TO BE

GRIDNORTH

DTR-1FOR RAMP ’E’ CLOSURE

PRIMARY DETOUR ROUTE

DIRECTIVE PLANS

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ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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GRIDNORTH

CLOSED

RAMP ’E’ TO BE

DTR-2FOR RAMP ’E’ CLOSURE

SECONDARY DETOUR ROUTE

DIRECTIVE PLANS

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ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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CLOSED

RAMP ’C’ TO BE

DTR-3

GRIDNORTH

FOR RAMP ’C’ CLOSURE

PRIMARY DETOUR ROUTE

DIRECTIVE PLANS

22

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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RAMP ’C’ TO BE

GRIDNORTH

DTR-4

FOR RAMP ’C’ CLOSURE

SECONDARY DETOUR ROUTE

DIRECTIVE PLANS

23

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ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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RAMP ’M’ TO BE

DTR-5

GRIDNORTH

FOR RAMP ’M’ CLOSURE

PRIMARY DETOUR ROUTE

DIRECTIVE PLANS

24

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ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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achizhik

CLOSED

RAMP ’M’ TO BE

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FOR RAMP ’M’ CLOSURE

SECONDARY DETOUR ROUTE

DIRECTIVE PLANS

25

BRIDGES CULVERTS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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FOR RAMP ’D’ CLOSURE

PRIMARY DETOUR ROUTE

DIRECTIVE PLANS

26

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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R =

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DTR-8

GRIDNORTH

CLOSED

RAMP ’A’ TO BE

FOR RAMP ’A’ CLOSURE

PRIMARY DETOUR ROUTE

DIRECTIVE PLANS

New York State Department of Transportation

Region 11 Highbridge Interchange Ramp Bridges ii Part 6 - RFP PlansPIN X726.99, Contract D900039 Final May 15, 2017

INDICATIVE PLANS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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RAMP D

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CK

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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LIGHT POLES (TYP.)

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NOTES:

BRIDGE ABUTMENT

BRIDGE ABUTMENT

BRIDGE ABUTMENT

22’

23’

BRIDGE ABUTMENT

34’-2

"

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RAMP D

RAMP E

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(TYP.)

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INSTALL NEW FULL DEPTH PAVEMENT AND

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12’-

0"

12’-

0"

RAMP C

RA

MP E

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SECTION BARRIER

SLOPE HALF

END SINGLE

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

SLOPE HALF SECTION BARRIER

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BEGIN CURB

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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RAMP A

NOTES:

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SOUTH

I-95 CROSS BRONX E

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WAY

NORTH

OVERHEAD SIGN STRUCTURES

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15’MIN

(TYP)24’-0"

RAMP BRAMP M

RAM

P

M

RA

MP E

RAMP AND AT GRADE APPROACH. REFER TO TYPICAL SECTIONS.

BLUE PAINTED STEEL RAILING WITHIN PROJECT LIMITS FOR EACH

REMOVE EXISTING 3’-4" (TYPICAL) SAFETY WALK, CURB, AND1.

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

SEE NOTE 1.

SECTION BARRIER (TYP.)

NEW SINGLE SLOPE HALF

BARRIER

HALF SECTION

NEW SINGLE SLOPE

APPROXIMATE END

SECTION BARRIER.

SLOPE HALF

END NEW SINGLE

APPROXIMATE

SHEET 3 OF 5

ALIGNMENT

INDICATIVE PLANS

LIMITS OF WORK

INDICATIVE

HALF SECTION BARRIER

NEW SINGLE SLOPE

APPROXIMATE BEGIN BE REMOVED. REFER TO TYPICAL SECTIONS (TYP.)

BARRIER WITHIN EXISTING SAFETY WALK AREAS TO

NEW FULL DEPTH PAVEMENT AND NEW HALF SECTION

MILL AND REPAVE AT GRADE ROADWAY. INSTALL

(TYP.)

SAFETY WALK AREAS. REFER TO TYPICAL SECTIONS

AND NEW HALF SECTION BARRIER. REMOVE EXISTING

INSTALL NEW FULL DEPTH PCC PAVEMENT, SUBBASE

BE REMOVED. REFER TO TYPICAL SECTIONS (TYP.)

BARRIER WITHIN EXISTING SAFETY WALK AREAS TO

NEW FULL DEPTH PAVEMENT AND NEW HALF SECTION

MILL AND REPAVE AT GRADE ROADWAY. INSTALL

(TYP.)

SAFETY WALK AREAS. REFER TO TYPICAL SECTIONS

AND NEW HALF SECTION BARRIER. REMOVE EXISTING

INSTALL NEW FULL DEPTH PCC PAVEMENT, SUBBASE

#511

ARORA

#510

ARORA

STONE SID

EW

ALK

CONCRETE SID

EWALK

#512

ARORA

P

#513

ARORA

CONCRETE SID

EW

ALK

CONCRETE SID

EW

ALK

E10+00

E11+00

E12+00

E13+00

E14+00

E15+00

E16+00

M44+00

M44+96

5

BRIDGES CULVERTS

JOB

MA

NA

GE

RDESIG

N S

UPE

RVIS

OR

PR

OJE

CT

MA

NA

GE

RDESIG

ND

RAFTIN

GC

HE

CK

CHE

CK

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

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9_cph_gnp_

AL

G-4

_IN

D.d

gn

7/7/2

017

NA

ME =

DATE =

TIM

E =

4:0

3:4

7 P

MU

SE

R =

achizhik

GRID

NO

RT

H

SCALE 1"=80’

0 40 80 160120

MATCH LI

NE -

SEE DWG.

ALG-3

STA. M43

+25

MATCH LINE -

SEE DWG. ALG-3

STA. E16

+15

ALG-04

I-95 CROSS BRONX EXPRESS

WAY

SOUTH

I-95 CROSS BRONX EXPRESS

WAY

NORTH

24’-0"

RA

MP E

NOTES ON PROJECT LIMITS:

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

SECTION BARRIER

END NEW SINGLE SLOPE HALF

APPROXIMATE

SECTION BARRIER

END NEW SINGLE SLOPE HALF

APPROXIMATE

SHEET 4 OF 5

ALIGNMENT

INDICATIVE PLANS

LIMITS OF WORK

INDICATIVE

(TYP.)

SAFETY WALK AREAS. REFER TO TYPICAL SECTIONS

AND NEW HALF SECTION BARRIER. REMOVE EXISTING

INSTALL NEW FULL DEPTH PCC PAVEMENT, SUBBASE

RAMP C

RAMP C

RAMP F

SOUTH

I-87 MAJOR DEEGAN EXPWY

NORTH

I-87 MAJOR DEEGAN EXPWY

SEDGEWICK AVENUE

C

C

C

BIT.

E

E

BIT.BIT.

E

E

E

MIN. VERT. CLR. = 20.9’

E

ECOL.

E

E

E

E

E

E

E

E

E

APPROACH JOIN

T

RAMP C

JOIN

T

BIT.

JOINT

BLK. 2884

M11+00

M12+00

M13+00

M14+00

6

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_gnp_

AL

G-5

_I N

D. d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

0 P

MU

SE

R =

achizhik

ALG-05

SCALE 1"=80’

0 40 80 160120

GRID

NO

RT

H

MA

TC

H

LIN

E - S

EE

DW

G.

AL

G-2

ST

A.

M14+75

STA.

C12+85

SEE D

WG.

ALG-2

MATCH LIN

E -

NOTES:

6’-

0"

AS REQUIRED (TYP.)

DRAINAGE STRUCTURES

REMOVE AND REPLACE

RAMP C

RAMP M

RAMP F

RAMP F

RAMP C

NEW YORK CENTRAL RAILROAD

32’-8"

3’-0

"

6’-0

"

REQUIRED (TYP.)

LIGHT POLES AS

REMOVE AND RELOCATE

21’-

0"

MIN.

3’-

0"

33’-

0"

21’-0

"

21’-

0"

VARIE

S34’

&

(SEE NOTE 1)

BARRIER ON RETAINING WALL (TYP.)

NEW SINGLE SLOPE HALF SECTION

(SEE NOTE 1)

BARRIER ON RETAINING WALL (TYP.)

NEW SINGLE SLOPE HALF SECTION

BRIDGE ABUTMENT

TO TYPICAL SECTIONS (TYP.)

SAFETY WALK AREAS TO BE REMOVED. REFER

NEW HALF SECTION BARRIER WITHIN EXISTING

INSTALL NEW FULL DEPTH PAVEMENT AND

MILL AND REPAVE AT GRADE ROADWAY.

RAMP AND AT GRADE APPROACH. REFER TO TYPICAL SECTIONS.

AND BLUE PAINTED STEEL RAILING WITHIN PROJECT LIMITS FOR EACH

REMOVE EXISTING 3’-4" (TYPICAL) SAFETY WALK, CURB,1.

AT GRADE ROADWAY

EXISTING

MILL AND REPAVE

AT ROADWAY WIDENING

DEPTH PAVEMENT

INSTALL NEW FULL

NOTES ON PROJECT LIMITS:

ROADWAY ASPHALT.

CONSIDERATION GIVEN TO REQUIREMENTS AND EXISTING CONDITION OF

APPROACH SLABS TO THE EXISTING ROADWAY PROFILE, WITH

THAT A SMOOTH TRANSITION CAN BE MADE FROM THE NEW DECK AND

AND PROPOSED ROADWAY PROFILES. PAVING LIMITS ARE TO BE SET SO

PROJECT LIMITS AFTER COMPLETING SURVEY AND ESTABLISHING EXISTING

INTENDED TO BE THE MINIMUM. DESIGN-BUILDER MUST DETERMINE FINAL

PROJECT LIMITS ARE SHOWN AS GUIDE ONLY. PAVING LIMITS SHOWN ARE

HALF SECTION BARRIER

BEGIN NEW SINGLE SLOPE

APPROXIMATE

HALF SECTION BARRIER

BEGIN NEW SINGLE SLOPE

APPROXIMATE

BARRIER ON RETAINING WALL

SINGLE SLOPE HALF SECTION

APPROXIMATE BEGIN NEW

BARRIER AT GRADE

BEGIN NEW SINGLE SLOPE HALF SECTION

BARRIER ON RETAINING WALL

END NEW SINGLE SLOPE HALF SECTION

APPROXIMATE

RETAINING WALL

SLOPE HALF SECTION BARRIER ON

APPROXIMATE END NEW SINGLE

LIMITS OF WORK

INDICATIVE

SHEET 5 OF 5

ALIGNMENT

INDICATIVE PLANS

C18+00C19+00

C20+00C21+00

C17+00

C15+00C16+00

C14+00

LIMITS OF WORK

INDICATIVE

7

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

001_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

1 P

MU

SE

R =

achizhik

PVI

C12

+13.0

0

ELE

V 80.1

4

PVI

C13

+73.1

3

ELE

V 72.5

3

PVI

C15

+50.0

0

ELE

V 63.6

9

PV

C

C19

+82.0

0

ELE

V 43.4

6

PVI

C20

+32.0

0

ELE

V 41.1

2

PV

T

C20

+82.0

0

ELE

V 39.3

6

-4.75%

-5.00%

-4.68%

L = 100.00 FT.

E= 0.15 FT.

HSD = 384.96 FT.

30

40

50

60

70

80

90

100100

30

40

50

60

70

80

90

100100

C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 C19+00 C20+00 C21+00

78.3

8

76.0

1

73.6

3

71.1

9

68.6

9

66.1

9

63.6

9

61.3

5

59.0

1

56.6

6

54.3

2

51.9

8

49.6

4

47.3

0

44.9

6

42.6

3

40.5

4

38.7

3

30

40

50

60

70

80

90

100100

30

40

50

60

70

80

90

100100

C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 C19+00 C20+00 C21+00

30

40

50

60

70

80

90

100100

30

40

50

60

70

80

90

100100

C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 C19+00 C20+00 C21+00

89.8

4

87.5

8

85.0

8

82.9

2

80.5

4

78.3

1

75.9

6

73.6

7

71.05

68.6

2

66.18

63.6

9

61.26

58.9

0

56.4

8

54.12

51.86

49.4

8

47.15

44.8

8

42.5

9

40.4

9

38.6

9

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

EXISTING ABUTMENT

EXISTING ABUTMENT

MEET EXISTING GRADE

EXISTING GRADE

SEDGEWICK AVENUE

OF C/E RAMP NOSE

APPROXIMATE LOCATION

GRADE LINE

PR-001

RAMP C PROFILE

INDICATIVE PLANS

8

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

002_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

2 P

MU

SE

R =

achizhik

0

10

20

30

40

50

0

10

20

30

40

50

C21+00 C22+00 C23+00 C24+00 C25+00 C26+00 C27+00 C28+00 C29+00 C30+00 C31+00 C32+00

STATION

PV

C 24

+25.0

0

EL

EV 27.3

9

PVI 25

+25.0

0

EL

EV 23.9

0

LO

W 25

+99.7

7

EL

EV 24.3

4

PV

T 26

+25.0

0

EL

EV 24.4

0

PVI 30

+42.5

8

EL

EV 26.5

1-3.49%

0.50%

L = 200.00 FT.

E= 1.00 FT.

HSD = 266.93 FT.

38.7

4

36.9

9

35.2

5

33.5

0

31.7

6

30.0

1

28.2

6

26.5

8

25.3

3

24.5

9

24.3

4

24.5

3

24.7

8

25.0

3

25.2

8

25.5

4

25.7

9

26.0

4

26.2

9

38.6

9

37.0

0

35.2

2

33.7

2

31.67

29.8

7

26.5

6

28.18

25.3

7

24.6

3

25.0

1

25.4

1

25.5

0

25.7

1

25.7

0

25.7

4

26.0

1

26.0

4

26.2

9

PR-002

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

EXISTING GRADE

OF C/F RAMP NOSE

APPROXIMATE LOCATION

NORTH RAMP NOSE

DEEGAN EXPRESSWAY

OF C/F AND I-87 MAJOR

APPROXIMATE LOCATION

MATCH EXISTING GRADE

RAMP C PROFILE

INDICATIVE PLANS

RECONSTRUCTIONOF PAVEMENTAPPROX. LIMIT

GRADE LINE

9

RR

N/

A

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

003_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

3 P

MU

SE

R =

achizhik

40

50

60

70

80

90

100

110

120

130

140

150150

40

50

60

70

80

90

100

110

120

130

140

150150

E10+00 E11+00 E12+00 E13+00 E14+00 E15+00 E16+00 E17+00 E18+00 E19+00 E20+00 E21+00 E22+00

PVI

E12

+60.0

0

EL

EV 100.3

2

PVI

E13

+46.2

1

EL

EV 106.0

0

PV

C

E14

+09.3

5

EL

EV 109.8

2

PVI

E15

+59.3

5

EL

EV 118.9

0

HIG

H

E15

+78.0

1

EL

EV 114.9

2

PV

T

E17

+09.3

5

EL

EV 111.8

3

PVI

E21

+64.6

9

EL

EV 90.3

8

6.59%

6.05%

-4.71%

-4.67%

L = 300.00 FT.

E= -4.04 FT.

SSD = 245.29 FT.

84.0

3

87.2

5

90.4

3

93.4

6

96.6

6

99.7

4

102.6

9

106.2

0

109.2

4

111.86

113.6

2

114.5

9

114.7

5

113.9

9

112.14

109.8

8

107.5

5

105.11

102.7

6

100.3

6

97.9

6

95.5

8

93.17

90.9

0

88.6

9

102.9

6

106.2

3

109.2

5

111.9

8

113.8

3

114.7

8

114.8

4

113.9

9

112.2

5

109.9

1

107.5

6

105.2

0

102.8

5

100.4

9

98.1

4

95.7

8

93.4

2

91.0

7

88.7

3

PR-003

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

EXISTING GRADE

MEET EXISTING GRADE

UNIVERSITY AVE

UNDERCLIFF AVE

RAMP E PROFILE

INDICATIVE PLANS

10

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

004_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

5 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

110

120

0

10

20

30

40

50

60

70

80

90

100

110

120

E22+00 E23+00 E24+00 E25+00 E26+00 E27+00 E28+00 E29+00 E30+00 E31+00 E32+00 E33+00

PV

C

E24

+81.0

0

EL

EV 75.6

1

PVI

E25

+31.0

0

EL

EV 73.2

7

PV

T

E25

+81.0

0

EL

EV 70.6

5

PV

C

E30

+14.3

5

EL

EV 47.8

9

PVI

E30

+49.3

5

EL

EV 46.0

6

PV

T

E30

+84.3

5

EL

EV 44.3

2

-4.67%

-5.25%

-4.96%

L = 100.00 FT.

E= -0.07 FT.

SSD = 1910.22 FT.

L = 70.00 FT.

E= 0.03 FT.

HSD = 938.14 FT.

84.0

4

81.61

79.6

6

77.2

3

74.7

5

72.2

6

69.5

4

66.9

6

64.2

9

61.59

58.9

3

56.3

3

53.8

1

51.15

48.7

6

46.0

2

43.4

5

40.9

6

88.7

3

86.3

9

84.0

6

81.7

2

79.3

9

77.0

5

74.7

1

72.2

5

69.6

5

67.0

2

64.4

0

61.7

7

59.1

5

56.5

2

53.9

0

51.2

7

48.6

5

46.0

5

43.5

5

41.0

7

38.5

9

36.1

1

33.6

3

38.3

7

35.8

4

33.4

5

88.6

9

86.2

8

PR-004

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

EXISTING ABUTMENT

EXISTING ABUTMENT

OF RAMP E/D NOSE

APPROXIMATE LOCATION

EXISTING GRADE

RAMP D

CROSS BRONX EXPWY.

RAMP A

SEGEWICK AVE

RAMP F

I-87 NB I-87 SB SHLDR.

I-87 SB

WASHINGTON BRIDGE

APPROX. LOCATION

RAMP E PROFILE

INDICATIVE PLANS

GRADELINE

11

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

005_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

6 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

110

-10

0

10

20

30

40

50

60

70

80

90

100

110

-10

E33+00 E34+00 E35+00 E36+00 E37+00 E38+00 E39+00 E40+00 E41+00 E42+00 E43+00 E44+00 E45+00

PV

C

E33

+44.7

2

EL

EV 31.4

1

PVI

E34

+44.7

2

EL

EV 26.4

6

PV

T

E35

+44.7

2

EL

EV 24.8

5

PV

C

E42

+25.0

0

EL

EV 13.9

3

PVI

E43

+00.0

0

EL

EV 12.7

3

PV

T

E43

+75.0

0

EL

EV 11.6

7

PVI

E43

+85.0

0

EL

EV 11.5

3

-4.96%

-1.61%

-1.41%

L = 200.00 FT.

E= 0.84 FT.

HSD = 334.07 FT.

L = 150.00 FT.

E= 0.04 FT.

HSD = 2774.07 FT.

33.4

5

31.12

29.0

0

27.0

9

25.6

5

24.7

3

23.8

9

22.9

9

22.2

2

21.41

20.6

4

19.8

8

19.16

18.2

8

17.5

4

16.7

5

16.0

1

15.18

14.4

0

13.5

0

12.7

4

12.10

11.3

3

33.6

3

31.1

6

28.9

3

27.1

2

25.7

4

24.7

7

23.9

7

23.1

6

22.3

6

21.5

6

20.7

6

19.9

5

19.1

5

18.3

5

17.5

5

16.7

4

15.9

4

15.1

4

14.3

4

13.5

4

12.7

7

12.0

3

PR-005

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

MEET EXISTING GRADE

EXISTING GRADE

RAMP A

RAMP M

RAMP E PROFILE

INDICATIVE PLANS

GRADE LINE

12

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

006_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

7 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

0

10

20

30

40

50

60

70

80

90

100

EL

EV

ATIO

N

STATION

M-10+57 M-10+00 M-9+00 M-8+00 M-7+00 M-6+00 M-5+00 M-4+00 M-3+00 M-2+00 M-1+00 M0+00

PVI -10

+57.5

0

EL

EV 19.3

2

PV

C -10

+22.8

9

EL

EV 20.4

4 PVI -8

+12.8

9

EL

EV 27.2

0

HIG

H -6

+61.6

9

EL

EV 26.2

6

PV

T -6

+02.8

9

EL

EV 26.1

0

PV

C -0

+24.5

9

EL

EV 23.0

7

3.22%

-0.52%

L = 420.00 FT.

E= -1.97 FT.

SSD = 497.99 FT.

L = 100.00 FT.

E= 0.17 FT.

HSD = 351.07 FT.

19.3

19.6

21.2

22.4

23.7

24.7

25.4

25.9

26.1

26.0

25.9

25.8

25.4

25.2

24.9

24.7

24.5

24.3

23.8

23.7

23.3

22.9

22.9

19.3

2

19.5

6

21.1

5

22.5

5

23.7

2

24.6

7

25.4

0

25.9

1

26.1

9

26.2

5

26.0

9

25.8

2

25.5

6

25.3

0

25.0

4

24.7

7

24.5

1

24.2

5

23.9

9

23.7

3

23.4

6

23.2

0

22.9

8

PR-006

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

RAMP M PROFILE

INDICATIVE PLANS

GRADE LINEMEET EXISTING GRADE EXISTING GRADE

13

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

007_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:3

8 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

0

10

20

30

40

50

60

70

80

90

100

EL

EV

ATIO

N

STATION

M0+00 M1+00 M2+00 M10+00M9+00M8+00M7+00M6+00M5+00M3+00 M4+00

LO

W 0

+15.1

1

EL

EV 22.9

6P

VI 0

+25.4

1

EL

EV 22.8

1

PV

T 0

+75.4

1

EL

EV 23.2

0

0.80%

L = 100.00 FT.

E= 0.17 FT.

HSD = 351.07 FT.

22.9

23.0

23.4

23.9

24.4

24.7

25.1

25.4

25.9

26.3

26.6

27.0

27.5

28.0

28.4

28.6

28.9

29.3

29.8

30.2

30.6

22.9

8

23.0

4

23.4

0

23.8

0

24.2

0

24.6

0

24.9

9

25.3

9

25.7

9

26.1

9

26.5

9

26.9

9

27.3

8

27.7

8

28.1

8

28.5

8

28.9

8

29.3

8

29.7

7

30.1

7

30.5

7

PR-007

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

EXISTING GRADE

RAMP M PROFILE

INDICATIVE PLANS

GRADE LINE

14

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

008_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:4

0 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

0

10

20

30

40

50

60

70

80

90

100

M22+00M21+00M20+00M19+00M18+00M17+00M16+00M15+00M14+00M13+00M12+00M11+00M10+00

PVI 11

+52.8

8

EL

EV 31.7

9

PV

C 12

+16.8

1

EL

EV 32.1

1

PVI 13

+41.8

1

EL

EV 32.7

3

PV

T 14

+66.8

1

EL

EV 35.9

1

0.80% 0.50%

2.54%

L = 250.00 FT.

E= 0.64 FT.

HSD = 1559.34 FT.

30.6

31.1

31.6

32.0

32.1

32.4

32.8

33.5

34.2

35.6

37.0

38.1

39.3

40.5

41.8

43.1

44.4

45.6

25.2

24.6

21.6

20.1

17.0

15.3

30.5

7

30.9

7

31.3

7

31.7

7

32.0

2

32.3

2

32.8

1

33.5

0

34.3

9

35.4

9

36.7

5

38.0

2

39.2

9

40.5

6

41.8

3

43.1

0

44.3

7

45.6

4

46.9

1

48.1

8

49.4

5

50.7

2

51.9

9

53.2

6

54.5

3

110 110

120 120

PR-008

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

CROSS BRONX EXPWY. RAMP D

RAMP A

EXISTING ABUTMENT

EXISTING GRADE

RAMP M PROFILE

INDICATIVE PLANS

GRADE LINE

15

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

02civil\I

NDIC

ATIV

E S

ET\X

726.9

9_cph_pr_

009_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:4

1 P

MU

SE

R =

achizhik

0

10

20

30

40

50

60

70

80

90

100

110

-10

0

10

20

30

40

50

60

70

80

90

100

110

-10

EL

EV

ATIO

N

M25+00 M26+00 M27+00 M28+00 M29+00 M30+00 M32+00M31+00 M33+00M24+00M23+00M22+00

PV

C 28

+54.7

6

EL

EV 71.1

6

PVI 29

+54.7

6

EL

EV 73.7

0

HIG

H 29

+77.4

7

EL

EV 72.7

2

PV

T 30

+54.7

6

EL

EV 72.1

0

PV

C 32

+66.1

1

EL

EV 68.7

2

2.54%

-1.60%

L = 200.00 FT.

E= -1.04 FT.

SSD = 360.66 FT.

L = 200.00 FT.

E= 1.50 FT.

HSD = 187.76 FT.

15.3

13.1

12.7

12.5

11.3

11.3

11.3

11.2

22.1

15.8

16.7

23.1

46.4

46.6

40.2

38.3

71.2

70.4

69.8

69.0

68.4

54.5

3

55.8

0

57.0

7

58.3

4

59.6

1

60.8

8

62.1

5

63.4

2

64.6

9

65.9

6

67.2

3

68.5

0

69.7

7

71.0

4

72.1

0

72.6

4

72.6

7

72.1

7

71.3

8

70.5

8

69.7

8

68.9

8

68.3

5

PR-009

EXISTING ABUTMENT

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

OF RAMP M/A NOSE

APPROXIMATE LOCATION

EXISTING GRADE

SEDGEWICK AVE.

RAMP E

I-87 SB

I-87 NB

MAJOR DEEGAN EXPWY.

RAMPS B & L

RAMP M PROFILE

INDICATIVE PLANS

GRADE LINE

16

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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9_cph_pr_

010_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:4

2 P

MU

SE

R =

achizhik

40

50

60

70

80

90

100

110

120

130

140

150

160160

40

50

60

70

80

90

100

110

120

130

140

150

160160

M33+00 M34+00 M35+00 M36+00 M37+00 M38+00 M39+00 M40+00 M41+00 M42+00 M43+00 M44+00 M45+00

LO

W 33

+19.4

7

EL

EV 68.2

9

PVI 33

+66.1

1

EL

EV 67.1

2

PV

T 34

+66.1

1

EL

EV 71.5

2

PV

C 39

+58.8

8

EL

EV 93.1

8

PVI 40

+38.8

8

EL

EV 96.7

0

HIG

H 40

+64.2

5

EL

EV 95.5

0

PV

T 41

+18.8

8

EL

EV 94.8

8

PVI 41

+55.0

0

EL

EV 94.0

6

4.40%

-2.28%

L = 200.00 FT.

E= 1.50 FT.

HSD = 187.76 FT.

L = 160.00 FT.

E= -1.34 FT.

SSD = 241.61 FT.

68.4

68.4

69.2

70.9

73.0

75.4

77.5

79.6

81.8

84.0

86.1

88.3

90.6

92.7

94.6

95.4

95.3

94.2

93.2

92.3

91.6

91.0

90.3

89.7

68.3

5

68.4

3

69.2

6

70.8

5

73.0

1

75.2

0

77.4

0

79.6

0

81.8

0

84.0

0

86.2

0

88.4

0

90.6

0

92.7

9

94.6

4

95.4

6

95.2

3

94.1

7

PR-010

0 40 80 160120

0 8 16

HORIZONTAL SCALE 1"=80’

VERTICAL SCALE 1"=16’

3224

APPROXIMATE LOCATION OF RAMP M/B NOSE

MEET EXISTING GRADE

EXISTING GRADE

UNDERCLIFF AVE STRUCTURE

M/B & 1-95 NB NOSE

APPROXIMATE LOCATION OF RAMP

INDICATIVE PLANS

RAMP M PROFILE

GRADE LINE

17

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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017

NA

ME =

DA

TE =

TIM

E =

5:2

8:4

4 P

MU

SE

R =

achizhik

RAMP D

RAMP D

DEP

OT PL.

HIG

HBRID

GE

SEDGEWICK AVENUE

NORTHI-87 MAJOR DEEGAN EXPWY

SOUTHI-87 MAJOR DEEGAN EXPWY

RA

MP

D

RA

MP

A

I-95

CR

OSS

BR

ONX E

XPRESS

WAY

I-95

CR

OSS

BR

ONX E

XPRESS

WAY

NORT

H

SOUT

H

RAMP M

RAMP B

RAMP L

RAMP D

RAMP A

WEST

181

STREET

BRID

GE

EAST

181

STREET

BRID

GE

RAMP C

RAMP F

RAMP A

181

STREET

WB

181

STREET E

B

NEW YORK CENTRAL RAILROAD

RAMP M

SOUTHI-87 MAJOR DEEGAN EXPWY

NORTHI-87 MAJOR DEEGAN EXPWY

RAMP E

RAMP B

RAMP C

RAMP F

UNDERCLIFF AVENUE

UNDERCLIFF AVENUE

SOUTH

I-87 MAJOR DEEGAN EXPWY

NORTH

I-87 MAJOR DEEGAN EXPWY

SEDGEWICK AVENUE

C

C

C

CC

C

CC

C

C

C

C

C

C

CHAINLINK FENCE

C

C

MIN. VERT. CLR. = 14.

3’

C

C

COL.

COL.

COL.

COL.

C

COL.

C

C

#521ARORA

#523ARORA

COL.COL.

C

COL.

#310

FINLEY

COL.

C

COL.

C

COL. COL.

C

COL. COL.

COL.

COL.

COL.

COL.

#522ARORA

COL.

#520

ARORA

COL.

COL.

COL.

COL.

C

MIN. VERT. CLR. = 33.4’

COL.

COL.

MIN. VERT. CLR.= 42.8’

COL.

BLDG.

COL.

COL.

COL.

COL.

#500

ARORA

#312

FINLEY

MIN. VERT. CLR. = 17.6’COL.

MIN. VERT. CLR. = 24.1’

COL.

GRASS

#311

FINLEY

CONC.

MIN. VERT. CLR.= 29.1’

FP

BIT.BIT.

FP

#501

ARORA

#519

ARORA

COL.

CONCRETE

MIN. VERT. CLR. = 60.5’

#517

ARORA

JOIN

TAPPR

OACH

COL.

MIN. VERT. CLR. = 57.8’

#502

ARORA

CHAINLINK FENCE

MIN. VERT. CLR = 24.4’

E

DIRT

COL.

525

ARORA

GRASS

W

APPR

OACH JOIN

T

MIN. VERT. CLR. = 20.9’

MIN. VERT. CLR. = 52.3’

MIN. VERT. CLR.= 50.6’

COL. COL.

COL.

MIN. VERT. CLR. = 15.1’

COL.

#524

ARORA

MIN. VERT. CLR. = 15.1’

COL.

MIN. VERT. CLR. = 51.8’#503

ARORA

MIN. VERT. CLR. = 48.9’

#528

ARORA

#529

ARORA

#516

ARORA

MIN. VERT. CLR. = 19.2’

#504

ARORA

P

MIN. VERT. CLR. = 42.8’

MIN. VERT. CLR. = 42.7’

STONE SIDEWALK

#518

ARORA

MIN. VERT. CLR. = 22.2’

#505

ARORA

#507

ARORA

#506

ARORA

APPROACH JOINT

APPROACH JOIN

T

MIN. VERT. CLR. = 19.5’

Bit.

Conc.MIN. VERT. CLR. = 21.6’

S

#515

ARORA

P

APPROACH JOINT

#508AR

ORA

#510

ARORA

Conc.

Bit.

Conc.

#509

AROR

A

Bit.

#514

ARORA

STONE SID

EW

ALK

#512

ARORA

CH

AIN

LINK FE

NCE

CH

AIN

LINK FE

NCE

MIN.V

ERT.

CLR.= 19.3’

P

#513

ARORA

MIN.

VE

RT.

CLR.

= 16.4’

CONCRETE SID

EW

ALK

CONCRETE SID

EW

ALK

C

MIN.

VE

RT.

CLR.=

19.4’

C

MIN.

VERT.

CLR.

= 21.2’

0 50 400300200

SCALE 1"=200’

BIN 1-06685-0RAMP "E"

BIN 1-06685-BRAMP "C"

BIN 1-06687-0RAMP "M"

RAMP "M"

RAMP "A"

RAMP "E"

I-95

CR

OSS

BR

ON

X

EXP

RESS

WA

YI-9

5

CR

OSS

BR

ON

X

EXP

RESS

WA

Y

RAMP D

RAMP

A

RAMP F

WAS

HIN

GT

ON

BRID

GE (181

ST

RE

ET

BRID

GE)

NB

SB

UNDERCLIFF AVENUE

RA

MP

A

SEDGWICK AVE

RA

MP

D

RAIL ROAD

UNDERCLIFF AVE

SEDGWICK AVE

UNIVERSITY AVENUE

OGDEN AVE

BOSCOBEL

PLACE

WAS

HIN

GT

ON

BRID

GE (181

ST

RE

ET

BRID

GE)

TO I-95 EAST

ON-GRADE ROADWAY

ELEVATED RAMP STRUCTURE

LEGEND:

100

STREET

EXTERIOR

RAIL ROAD

TO I-87 SOUTH

RAMP "D"

I-87 MAJOR DEEGAN EXPWY

I-87 MAJOR DEEGAN EXPWY

RAMP B & L

FROM I-87 SOUTH

EXPWY

I-87 MAJOR DEEGAN

TO I-87 NORTH

I-95

NB

I-95

NB

GRID

NO

RT

H

S-01OVERALL SITE PLAN

INDICATIVE PLANS

18

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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NA

ME =

DA

TE =

TIM

E =

5:2

8:4

7 P

MU

SE

R =

achizhik

GRADE

FINISHED

SCALE: NTS

APPROACH SLAB

STA. E22+49.62

SLAB BEGINS

RAMP "E" APPROACH

ON-GRADE ROADWAY

STA. E22+89.62

BRIDGE BEGINS

RAMP "E"

c c

ABUTMENT

BEGINNING

BRGS. STA. C11+87.80

ABUTMENT

FACE OF BEGINNING

71’-8"

FENCE

97’-2"

SEDGWICK AVENUE

9 1

85’-4" ON-GRADE ROADWAY

FENCE

VERTICAL CLEARANCE

18’-6" - MIN. ABUTMENT

FACE OF END

RAMP "E" RAMP "C"

cSTA. C12+85.88

SURFACE (TYP.)

INTEGRAL WEARING

DECK SLAB WITH

NEW CONCRETE BARRIER (TYP.)

STANDARD ON

NEW LIGHTING

FASCIA BEAM

NEW STEEL

NEW CONCRETE

APPROACH SLAB

PEDESTALS

SEAT AND

NEW ABUTMENT

STA. C14+12.11

RAMP "C" APPROACH SLAB ENDS

++

++

NOTES

ABUTMENT

BEGINNING

BRGS.c

STA. C13+72.11

BRIDGE ENDS

RAMP "C"

2’-6"uu2’-6"

(RAMP "E")

STA. C11+87.80

BRIDGE BEGINS

RAMP "C"

BRIDGE (TYP.)

BARRIER ON

SLOPE CONCRETE

NEW SINGLE

WALLS (TYP.)

SLOPE BARRIER ON

NEW CONCRETE SINGLE

** *

SEE NOTE 2* -

LINE OF BEARINGS ALONG STATION LINE.

2. TANGENT DIMENSION BETWEEN THE CENTER

INSPECTIONS.

DESIGNATIONS AS PER THE BIENNIAL

PIER NUMBERS SHOWN IN BUBBLES ARE

PLAN.

PER THE ORIGINAL PIER NUMBER IN AS-BUILT

1. PIER NUMBERS SHOWN ARE DESIGNATIONS AS

BEGINNING

ABUTMENTREHABILITATION

BEGINNING

ABUTMENT

ABUTMENT

END

1

ABUTMENT

ENDREHABILITATION

NUMBER

ABUTMENT

PIER OR

ORIGINAL

NUMBER

ABUTMENT

PIER OR

INSPECTION

BIENNIAL

PROPOSED WORK

20A REPLACEMENT

RAMP "C" SUBSTRUCTURE

S-02

AS NECESSARY (TYP.)

STEEL SUPERSTRUCTURE

REHABILITATE EXISTING

BEARING (TYP.)

AND ELASTOMERIC

NEW PEDESTAL

PIER 19

EAST ELEVATION

ELEVATION

RAMP "C"

INDICATIVE PLANS

PIER 20A

PIER (FOOTING TO REMAIN)

HAMMERHEAD

NEW SINGLE COLUMNWINGWALLS ONLY-TYP)

ABUTMENT AND

(FOR BRIDGE STRUCTURE

NEW BRICK FACINGTO REMAIN)

(RAMP "E", FOOTING

PIER BENT

NEW DOUBLE COLUMN

VARIES

c

BEARING (TYP)

NEW ELASTOMERIC

STRINGER

NEW FASCIA

(TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

c

GIRDER

EXISTING c

GIRDER

RETROFIT

EXISTING c

GIRDER

RETROFIT

EXISTING c

GIRDER

EXISTING

SCALE: NTS

EXISTING DIAPHRAGM

c

STRINGER

NEW FASCIA

DIAPHRAGM (TYP)

EXISTING

BRACING (TYP)

EXISTING LATERAL

c RAMP ’C’

FINISHED GRADE

(TYP)

BRACKET

EXISTING

STRINGER

INTERIOR

EXISTING

FLOORBEAM

EXISTING

FACE OF ABUTMENT

S-03

CROSS SECTIONS AT ABUTMENT

RAMP ’C’

INDICATIVE PLANS

ON GIRDER AND STRINGER (TYP)

NEW STUD SHEAR CONNECTORS

SURFACE - TYPE 1 FRICTION

SLAB WITH INTEGRAL WEARING

9�" NEW CONCRETE DECK

RAMP ’C’ CROSS SECTION - AT END ABUTMENT

PLATE (TYP-BOTH SIDES)

INSPECT AND REPAIR STRAP

AND STEMWALL

SEAT, PEDESTAL

NEW CONCRETE ABUTMENT

BOTH SIDES)

WINGWALL AND BACKWALL (TYP -

AT ABUTMENT BREAST WALL,

REPLACE EXISTING BRICK FACING

BACKWALL

REPLACE EXISTING ABUTMENT

1 30’-8" 34’-2"

2 30’-8"

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "C"

WIDENED BRIDGE DECK

WIDTH TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED34’-2" TO 30’-8"

VARIES

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

1’-9" 1’-9"

NOTES:

2’-0"

2’-0"

2’-0"

BRIDGE WIDTH

34’-2" (SEE NOTE 2)

31’-2" ROADWAY

1’-9" WIDENING

(SEE TABLE)

1’-9" WIDENING

(SEE TABLE)

1’-6"1’-6"

S-02.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

19

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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NA

ME =

DA

TE =

TIM

E =

5:2

8:4

8 P

MU

SE

R =

achizhik

SCALE: NTS

VARIES

2’-0"

c

BEARING (TYP)

NEW ELASTOMERIC

STRINGER

NEW FASCIA

(TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

EXISTING DIAPHRAGM2’-0"

c

STRINGER

NEW FASCIA

DIAPHRAGM (TYP)

EXISTING

c RAMP ’C’

(TYP)

BRACKET

EXISTING

STRINGER

INTERIOR

EXISTING

REQUIRED - TYPE 1 FRICTION

SURFACE - BOTTOM FORMWORK

SLAB WITH INTEGRAL WEARING

9�" NEW CONCRETE DECK

EXISTING FLOORBEAM

FINISHED GRADE

NE

W

PIE

R

AD

DITIO

NA

L

DO

WE

LS IN

FO

OTIN

G)

(WIT

H

EXIS

TIN

G

DO

WE

LS

AN

D

TO

RE

MAIN

EXIS

TIN

G

FO

OTIN

G

S-04

CROSS SECTIONS AT PIER

RAMP ’C’

INDICATIVE PLANS

BRIDGE WIDTH

ON GIRDER AND STRINGER (TYP)

NEW STUD SHEAR CONNECTORS

NEW PEDESTAL (TYP)

FOOTING TO REMAIN)

NEW PIER (EXISTING

PLATE (TYP-BOTH SIDES)

INSPECT AND REPAIR STRAP

1’-9" WIDENING(SEE TABLE)

1’-9" WIDENING

(SEE TABLE)

34’-2" (SEE NOTE 2)

31’-2" ROADWAY1’-6"

1’-6"

1 30’-8" 34’-2"

2 30’-8"

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "C"

WIDENED BRIDGE DECK

WIDTH TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED34’-2" TO 30’-8"

VARIES

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

1’-9" 1’-9"

PIER 20A / 1

RAMP ’C’ CROSS SECTION

NOTES:

INSPECTIONS.

PLANS. PIER NUMBERS SHOWN IN BUBBLES ARE DESIGNATIONS AS PER THE BIENNIAL

4. PIER NUMBER SHOWN ARE DESIGNATIONS AS PER THE ORIGINAL PIER NUMBER IN AS-BUILT

S-01.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

20

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

DA

TE =

TIM

E =

5:2

8:5

0 P

MU

SE

R =

achizhik

GRADE

FINISHED MDE (SB) MDE (NB)

RAMP ’F’

PIER 23c

c c

ON-GRADE ROADWAY

FENCE

98

FENCE VERTICAL CLEARANCE

18’-6" - MIN.

ABUTMENT

FACE OF BEGINNING

PIER 21

RAMP ’E’

FINISHED

GRADE

RETAINING

WALL

RETAINING

WALLM

AT

CH

LIN

E -

SE

E

BE

LO

W

c

c

c c c c c

RAMP "E"

RAMP "E"RAMP "M"

7 6 5 4 3 2 1

FACE OF END ABUTMENT

(RAMP "E")

SEDGWICK AVENUE

765

c

FACE OF BEGINNING

ABUTMENT (RAMP "M")

13

RAMP "E"

RAMP "M"

RAMP "M"12

c

BRIDGE ENDS

STA. E31+52.03

PIER 2 (RAMP "M")

cBRGS. END ABUTMENT

2’-6"u

TO BE REMOVED

108’-4"113’-4"80’-7"81’-8"85’-11"85’-9"* * * * * * 40’ APPROACH SLAB

FINISHED GRADE

75’-6"101’-2" 75’-5"

2’-6"u

TO BE REMOVED

40’ APPROACH SLAB61’-0"

c

c

PIER 2 (RAMP "M")

BRGS. END ABUTMENT

RAMP "E"

BRIDGE ENDS

STA. E22+89.62

* * * *

RAMP "M"M

AT

CH

LIN

E -

SE

E

AB

OV

E

++

++

VERTICAL CLEARANCE

14’-8" - MIN.

c

FINISHED GRADE

RAMP "E"

APPROACH SLAB

ENDS STA. E31+92.03

* - SEE NOTE 2

NOTES

* - SEE NOTE 2

BARRIER (TYP.)

STANDARD ON

NEW LIGHTING

BARRIER (TYP.)

STANDARD ON

NEW LIGHTING

WEARING SURFACE (TYP.)

SLAB WITH INTEGRAL

NEW CONCRETE DECK

SURFACE (TYP.)

INTEGRAL WEARING

DECK SLAB WITH

NEW CONCRETE

NEW SINGLE SLOPE

CONCRETE BARRIER

ON BRIDGE (TYP.)

BRIDGE (TYP.)

CONCRETE BARRIER ON

NEW SINGLE SLOPE

NEW

STEEL FASCIA

BEAM (TYP.)

FASCIA BEAM

NEW STEEL

NEW STEEL

FASCIA BEAM

LINE OF BEARINGS ALONG STATION LINE.

2. TANGENT DIMENSION BETWEEN THE CENTER

INSPECTIONS.

DESIGNATIONS AS PER THE BIENNIAL

PIER NUMBERS SHOWN IN BUBBLES ARE

PLAN.

PER THE ORIGINAL PIER NUMBER IN AS-BUILT

1. PIER NUMBERS SHOWN ARE DESIGNATIONS AS

STA. E22+49.62

SLAB BEGINS

APPROACH

RAMP "E"

AND WINGWALLS

BACKWALL

BREAST WALL,

ABUTMENT

REHABILITATED

S-05

BEGINNING

ABUTMENT

9

REHABILITATIONBEGINNING

ABUTMENT

19

20

21

22

23

24

25

26

27

ABUTMENT

END

8

7

6

5

4

3

2

1

ABUTMENT

ENDREHABILITATION

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

NUMBER

ABUTMENT

PIER OR

ORIGINAL

NUMBER

ABUTMENT

PIER OR

INSPECTION

BIENNIAL

PROPOSED WORK

RAMP "E" SUBSTRUCTURE

AS NECESSARY

STEEL SUPERSTRUCTURE,

REHABILITATE EXISTING

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

PIER 22

STA. E25+97.74

BEARING (TYP.)

AND ELASTOMERIC

NEW PEDESTAL

ELEVATION

RAMP "E"

INDICATIVE PLANS

BEARING (TYP.)

AND ELASTOMERIC

NEW PEDESTAL

STA. E25+ 97.74

PIER 22

STA. E24+98.44

PIER 21

STA. C24+25.78

PIER 20

STA. C11+87.80

PIER 19

BEARING (TYP.)

AND ELASTOMERIC

NEW PEDESTAL

PIER 23

STA. E26+82.43PIER 24

STA. E27+67.24

PIER 25

STA. E28+48.88PIER 26

STA. E29+29.35

PIER 27 (RAMP "E")

STA. E30+43.02

AND PIER 1 (RAMP "M")

PIER

COLUMN (TYP.)

PIER (FOOTING TO REMAIN)

HAMMERHEAD

NEW SINGLE COLUMN

PIER (FOOTING TO REMAIN - TYP.)

NEW SINGLE COLUMN HAMMERHEAD

WINGWALL ONLY)

ABUTMENT AND

(FOR BRIDGE STRUCTURE

NEW BRICK FACING

RAMP "E" NEW DOUBLE COLUMN

PIER BENT

(BEYOND-FOOTING TO REMAIN)

NEW DOUBLE COLUMN

PIER BENT

(FOOTING TO REMAIN)

WINGWALLS ONLY)

ABUTMENT AND

STRUCTURE

(FOR BRIDGE

NEW BRICK FACING

21

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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5/1

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017

NA

ME =

DA

TE =

TIM

E =

5:2

8:5

1 P

MU

SE

R =

achizhik

SCALE: NTS

FINISHED GRADE

BRACING (TYP.)

LATERAL

c c

c c c c

STEEL FLOORBEAM (TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

2’-0"

c

STRINGER

NEW FASCIA

DIAPHRAGM

AND STRINGER (TYP)

CONNECTORS ON GIRDER

NEW STUD SHEAR

2’-0"

STRINGER

NEW FASCIA c

c RAMP ’E’

FORMWORK REQUIRED - TYPE 1 FRICTION

INTEGRAL WEARING SURFACE - BOTTOM

NEW 9� CONCRETE DECK SLAB WITH

(TYP)

BEARING

ELASTOMERIC

NEW

(TYP)

STRINGER

INTERIOR

EXISTINGDIAPHRAGM (TYP)

EXISTING STEEL

BRACKET (TYP)

EXISTING STEEL

S-06

GIRDER

RETROFIT

EXISTING

GIRDER

EXISTING

STRINGER

INTERIOR

EXISTING

STRINGER

EXISTING INTERIOR

GIRDER

RETROFIT

EXISTING

GIRDER

EXISTING

2’-

0"

CROSS SECTIONS AT ABUTMENT

RAMP "E"

INDICATIVE PLANS

RAMP ’E’ CROSS SECTION - AT BEGINING ABUTMENT

PLATE (TYP-BOTH SIDES)

INSPECT AND REPAIR STRAP

STEMWALL AND PEDESTAL (TYP)

NEW CONCRETE ABUTMENT SEAT,

ABUTMENT BACKWALL

REPLACE EXISTING

(TYP - BOTH SIDES)

WALL, WINGWALL AND BACKWALL

FACING AT ABUTMENT BREAST

REPLACE EXISTING BRICK

1’-9 WIDENING AT CURVED

NEW WIDENED FASCIA LINE AT PIER

OF RAMP "E" (SEE TABLE)

SEGMENTS ONLY BOTH SIDES

NEW WIDENED FASCIA LINE AT PIER

1’-9 WIDENING

(SEE TABLE)

VARIES

RAMP ’C’ ROADWAY

16’-7"

RAMP ’E’ ROADWAY

16’-7"

1’-6"

1’-6"

BRIDGE WIDTH VARIES (SEE NOTE 2)

1 VARIES VARIES

2

3

4

5

6 1’-9" 1’-9"

7 1’-9" 1’-9"

8

9

10

WIDENED BRIDGE DECK

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "E"

WIDENED BRIDGE DECK

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

THE ORIGINAL WIDTH AT APPROACH SLAB

TRANSITION FROM THE PROPOSED WIDTH TO

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES30’-8"

TO 34’-2"

VARIES 30’-8"

NONE NONE

30’-8" 30’-8"NONE NONE

NONE NONE 30’-8" 30’-8"

NONE NONE 30’-8" 30’-8"

TO THE PROPOSED WIDTH

TRANSITION FROM THE ORIGINAL WIDTH

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

30’-8" 34’-2"

30’-8" 34’-2"

30’-8" 34’-2"1’-9" 1’-9"

30’-8" 34’-2"1’-9" 1’-9"

1’-9" 1’-9" VARIES VARIES

NOTES:

S-02.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

22

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

09str\I

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9_cpb_gen_006_IN

D.d

gn

5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:5

2 P

MU

SE

R =

achizhik

BRACING (TYP.)

LATERAL

FINISHED GRADE

SCALE: NTS

RAMP ’E’c

c

GIRDER (TYP.)

RETROFIT

c RAMP

DIAPHRAGM (TYP)

c

c

c

STRINGER

INTERIOR

c

GIRDER

GIRDER

RETROFIT

cGIRDER cGIRDER

c

GIRDER

RETROFIT

GIRDER

RETROFIT STRINGER

INTERIOR ccGIRDER

1’-6"

3"

(TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

2’-0"

STRINGER

NEW FASCIA c

BEARING (TYP)

NEW ELASTOMERIC

2’-0"

STRINGER

NEW FASCIA c(TYP)

DIAPHRAGM

STEEL

1’-6"

3"

STEEL FLOOR BEAM

AND STRINGER (TYP)

CONNECTORS ON GIRDER

NEW STUD SHEAR

FORMWORK REQUIRED TYPE 1 FRICTION

INTEGRAL WEARING SURFACE AND BOTTOM

NEW 9�" CONCRETE DECK SLAB WITH

SCALE: NTS

NE

W

PIE

R

TO

RE

MAIN

EXIS

TIN

G

FO

OTIN

G

S-07

FINISHED GRADE

CROSS SECTIONS AT PIER

RAMPS ’E’

INDICATIVE PLANS

FOOTING TO REMAIN)

NEW PIER (EXISTING

PLATE (TYP-BOTH SIDES)

INSPECT AND REPAIR STRAP

AD

DITIO

NA

L

DO

WE

LS IN

FO

OTIN

G

WIT

H

EXIS

TIN

G

DO

WE

LS

AN

D

NEW WIDENED FASCIA LINE AT PIER

RAMP ’C’1’-9 WIDENING AT CURVED

FOOTING TO REMAIN)

NEW PIER (EXISTING

TO

RE

MAIN

EXIS

TIN

G

FO

OTIN

G

AD

DITIO

NA

L

DO

WE

LS IN

FO

OTIN

G

WIT

H

EXIS

TIN

G

DO

WE

LS

AN

D

NE

W

PIE

R

1 VARIES VARIES

2

3

4

5

6 1’-9" 1’-9"

7 1’-9" 1’-9"

8

9

10

WIDENED BRIDGE DECK

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "E"

WIDENED BRIDGE DECK

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP D FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

THE ORIGINAL WIDTH AT APPROACH SLAB

TRANSITION FROM THE PROPOSED WIDTH TO

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES30’-8"

TO 34’-2"

VARIES 30’-8"

NONE NONE

30’-8" 30’-8"NONE NONE

NONE NONE 30’-8" 30’-8"

NONE NONE 30’-8" 30’-8"

TO THE PROPOSED WIDTH

TRANSITION FROM THE ORIGINAL WIDTH

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

30’-8" 34’-2"

30’-8" 34’-2"

30’-8" 34’-2"1’-9" 1’-9"

30’-8" 34’-2"1’-9" 1’-9"

1’-9" 1’-9" VARIES VARIES

24/ 4 , 25/ 3 , AND 26/ 2

PIERS: 20/ 8 , 21/ 7 , 22/ 6 , 23/ 5 ,

PROPOSED RAMP ’E’

BRIDGE WIDTH VARIES (SEE NOTE 2)

ROADWAY

VARIES

GORE AREA

VARIES

ROADWAY

VARIES(SEE TABLE)

SEGMENTS ONLY BOTH SIDES

1’-9" WIDENING AT CURVED

SIDES (SEE TABLE)

SEGMENTS ONLY BOTH

AT PIER

NEW WIDENED FASCIA LINE

PIER 27/ 1 SIMILAR

PIER 19 / 9 SHOWN

RAMP ’E’ CROSS SECTION

NOTES:

INSPECTIONS.

PLANS. PIER NUMBERS SHOWN IN BUBBLES ARE DESIGNATIONS AS PER THE BIENNIAL

4. PIER NUMBER SHOWN ARE DESIGNATIONS AS PER THE ORIGINAL PIER NUMBER IN AS-BUILT

S-02.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

23

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

C3402\7

00cadd\7

09str\I

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9_cpb_gen_007_IN

D.d

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5/1

2/2

017

NA

ME =

DA

TE =

TIM

E =

5:2

8:5

4 P

MU

SE

R =

achizhik

RETAINING

WALL

MA

TC

H

LIN

E -

SE

E

BE

LO

W

FINISHED

GRADE

RAMP ’M’

RAMP ’E’

123456

RAMP "E"

40’ APPROACH SLAB

RAMP "M"

APPROACH SLAB

BEGINS STA. M18+37.60

BRGS. END ABUTMENTc

u

2

2’-6"

12 11 10 9 8 7 6

75’-6"106’-9"106’-8"50’-1"92’-9"92’-8"110’-8"* * * * * * * *

BRIDGE BEGINS

STA. M18+77.60

108’-8"

cPIER 26 (RAMP "E")

RAMP "E" RAMP "M"

c

cPIER 27 (RAMP "E")

c c

RAMP "E"

1

13

RAMP "E"

RAMP "M"

cc c c

c

FINISHED

GRADE

FACE OF BEGINNING

ABUTMENT (RAMP "M")

FACE OF END ABUTMENT

(RAMP "E")

7

PIER 12 c

c c c c c c

2’-6"u

BRIDGE ENDS

STA. M30+80.33

c BEARINGS

END ABUTMENT

* * * * * *93’-8"68’-4"73’-6"71’-1"68’-10"77’-5"

MDE (SB) MDE (NB)

RAMP "E"FINISHED GRADE

MA

TC

H

LIN

E -

SE

E

AB

OV

E

RAMPS "B" & "L"

CLEARANCE

VERTICAL

15’-5" - MIN.

CLEARANCE

VERTICAL

22’-4" - MIN.

SEDGWICK AVENUE

FACE OF END ABUTMENT

AND RETAINING WALL

ALONG SEDGWICK AVENUE

ON GRADE ROADWAY

* - SEE NOTE 2

* - SEE NOTE 2

NEW STEEL

FASCIA BEAM (TYP.)

AND BEARING (TYP.)

NEW CONCRETE PEDESTAL NEW SINGLE SLOPE CONCRETE

BARRIER ON BRIDGE (TYP.)

ON BARRIER (TYP.)

LIGHTING STANDARD

NEW

ON BARRIER (TYP.)

LIGHTING STANDARD

NEW

SURFACE (TYP.)

INTEGRAL WEARING

DECK SLAB WITH

NEW CONCRETE

WEARING SURFACE (TYP.)

SLAB WITH INTEGRAL

NEW CONCRETE DECKNEW SINGLE SLOPE

CONCRETE BARRIER

ON BRIDGE (TYP.)

REHABILITATED ABUTMENT

BREAST WALL, BACKWALL

AND WINGWALL (TYP.)

APPROACH SLAB

APPROACH SLAB

NEW CONCRETESTA. M32+20.33

APPROACH SLAB ENDS

NOTES

LINE OF BEARINGS ALONG STATION LINE.

2. TANGENT DIMENSION BETWEEN THE CENTER

INSPECTIONS.

DESIGNATIONS AS PER THE BIENNIAL

PIER NUMBERS SHOWN IN BUBBLES ARE

PLAN.

PER THE ORIGINAL PIER NUMBER IN AS-BUILT

1. PIER NUMBERS SHOWN ARE DESIGNATIONS AS

BEGINNING

ABUTMENT

9

REHABILITATIONBEGINNING

ABUTMENT

10

11

12

13

14

15

16

17

18

ABUTMENT

END

8

7

6

5

4

3

2

1

ABUTMENT

ENDREHABILITATION

NUMBER

ABUTMENT

PIER OR

ORIGINAL

NUMBER

ABUTMENT

PIER OR

INSPECTION

BIENNIAL

PROPOSED WORK

4 10

3 11

2 12

1 13

NEW STEEL

FASCIA

BEAM (TYP.)

RAMP "M" SUBSTRUCTURE

S-08

AS NECESSARY

STEEL SUPERSTRUCTURE,

REHABILITATE EXISTING

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

REPLACEMENT

ELEVATION

RAMP "M"

INDICATIVE PLANS

PIER 1 (RAMP "M")

STA. M19+89.47

PIER 2

STA. M21+00.38

PIER 3

STA. M21+92.91

PIER 4

STA. M22+95.57

PIER 10

STA. M23+35.45

PIER 11

STA. M24+42.00

PIER 13

STA. M26+24.24

PIER 12

STA. M25+50.85

PIER 13

STA. M26+24.24

PIER 14

STA. M27+00.93

PIER 15

STA. M27+69.60

PIER 16

STA. M28+40.34

PIER 17

STA. M29+13.83

PIER 18

STA. M29+82.08

BEARING (TYP.)

NEW PEDESTAL AND

NEW BRICK FACING

(FOR BRIDGE STRUCTURE

ABUTMENT AND

WINGWALL ONLY)

- TYP.)

PIER (FOOTING TO REMAIN

NEW SINGLE COLUMN HAMMERHEAD

- TYP.)

(FOOTING TO REMAIN

HAMMERHEAD PIER

NEW SINGLE COLUMN

(FOOTING TO REMAIN - TYP.)

PIER BENTS 4 AND 10

NEW DOUBLE COLUMNS

24

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

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017

NA

ME =

DA

TE =

TIM

E =

5:2

8:5

5 P

MU

SE

R =

achizhik

S-09

(TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

BRACING (TYP)

EXISTING LATERAL

SLOPED

FINISHED GRADE

SCALE: NTS

c

GIRDER

EXISTING c

GIRDER

RETROFIT

EXISTING c

GIRDER

RETROFIT

EXISTING c

GIRDER

EXISTING

1’-6"

c RAMP ’M’

SLOPED

BEARING (TYP)

NEW ELASTOMERIC

1’-6"

FLOORBEAM

EXISTING STRINGER

INTERIOR

EXISTING

EXISTING BRACKET (TYP)

EXISTING DIAPHRAGM (TYP)

c

ROADWAY

14’-4"

ROADWAY

14’-4"

EXISTING DIAPHRAGM

REQUIRED - TYPE 1 FRICTION

SURFACE - BOTTOM FORMWORK

SLAB WITH INTEGRAL WEARING

9�" NEW CONCRETE DECK

GIRDER AND STRINGER (TYP)

STUD SHEAR CONNECTORS ON

STRINGER

NEW FASCIA c

CROSS SECTION AT ABUTMENT

RAMP ’M’

INDICATIVE PLANS

PEDESTAL (TYP)

SEAT STEMWALL AND

NEW CONCRETE ABUTMENT

2’-

0"

PLATE (TYP-BOTH SIDES)

INSPECT AND REPAIR STRAP

(TYP - BOTH SIDES)

WALL WINGWALL AND BACKWALL

FACING AT ABUTMENT BREAST

REPLACE EXISTING AND BRICK

PROPOSED RAMP ’M’ CROSS SECTION - AT BEGINING ABUTMENT

1’-6"1’-6"

STRINGER

NEW FASCIA

ABUTMENT BACKWALL

REPLACE EXISTING

NOTES:

1 1’-9" 1’-9" 31’-8" 35’-2"

2 1’-9" 1’-9" 31’-8" 35’-2"

3 1’-9" 1’-9" 31’-8" 35’-2"

4 1’-9" 1’-9" 31’-8" 35’-2"

5 1’-9" 1’-9" 31’-8" 35’-2"

6 1’-9" 1’-9" 31’-8" 35’-2"

7 1’-9" 1’-9" 31’-8" 35’-2"

8 31’-8"TO 31’-8"

VARIES 35’-2"

9 NONE NONE 31’-8" 31’-8"

10 NONE NONE VARIES VARIES

11 NONE NONE 31’-8" 31’-8"

12 NONE NONE 31’-8" 31’-8"

13 NONE NONE 31’-8" 31’-8"

14 NONE NONE 31’-8" 31’-8"

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED WIDTH

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

TO THE PROPOSED WIDTH AT APPROACH SLAB

TRANSITION FROM THE ORIGINAL WIDTH

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "M"

31’-8" (SEE NOTE 2)

S-04.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

25

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EC

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ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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5/1

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NA

ME =

DA

TE =

TIM

E =

5:2

8:5

6 P

MU

SE

R =

achizhik

SCALE: NTS

S-10

1’-6"1’-6"

VARIES

c

BEARING (TYP)

NEW ELASTOMERIC

FLOORBEAM

EXISTING

EXISTING DIAPHRAGM

c

c

DIAPHRAGM (TYP)

EXISTING

STRINGER

INTERIOR

EXISTING

(TYP)

CONCRETE BARRIER

NEW SINGLE SLOPE

PEDESTAL (TYP)

NEW CONCRETE

STRINGER

NEW FASCIA

STRINGER

NEW FASCIA

(TYP)

BRACKET

EXISTING

RAMP ’M’

GIRDER AND STRINGER (TYP)

STUD SHEAR CONNECTORS ON REQUIRED - TYPE 1 FRICTION

SURFACE - BOTTOM FORMWORK

SLAB WITH INTEGRAL WEARING

9�" NEW CONCRETE DECK

1’-9" WIDENING 1’-9" WIDENING

2’-0"

2’-0"

PROPOSED BRIDGE WIDTH AT CURVED SEGMENTS ONLY

(TYP-BOTH SIDES)

STRAP PLATE

INSPECT AND REPAIR

FOOTING TO REMAIN

NEW PIER EXISTING

CROSS SECTION AT PIER

RAMP ’M’

INDICATIVE PLANS

FINISHED GRADE

FOOTING TO REMAIN)

NEW PIER (EXISTING

TO

RE

MAIN

EXIS

TIN

G

FO

OTIN

G

AD

DITIO

NA

L

DO

WE

LS IN

FO

OTIN

G

WIT

H

EXIS

TIN

G

DO

WE

LS

AN

D

NE

W

PIE

R

TO

RE

MAIN

EXIS

TIN

G

FO

OTIN

G

FINISHED GRADE

NE

W

PIE

R

AD

DITIO

NA

L

DO

WE

LS IN

FO

OTIN

G

WIT

H

EXIS

TIN

G

DO

WE

LS

AN

D

FOOTING TO REMAIN)

NEW PIER (EXISTING

ONLY (SEE TABLE)

AT CURVED SEGMENTS

ONLY (SEE TABLE)

AT CURVED SEGMENTS

SCALE: NTS

1 1’-9" 1’-9" 31’-8" 35’-2"

2 1’-9" 1’-9" 31’-8" 35’-2"

3 1’-9" 1’-9" 31’-8" 35’-2"

4 1’-9" 1’-9" 31’-8" 35’-2"

5 1’-9" 1’-9" 31’-8" 35’-2"

6 1’-9" 1’-9" 31’-8" 35’-2"

7 1’-9" 1’-9" 31’-8" 35’-2"

8 31’-8"TO 31’-8"

VARIES 35’-2"

9 NONE NONE 31’-8" 31’-8"

10 NONE NONE VARIES VARIES

11 NONE NONE 31’-8" 31’-8"

12 NONE NONE 31’-8" 31’-8"

13 NONE NONE 31’-8" 31’-8"

14 NONE NONE 31’-8" 31’-8"

1’-9" TO 0"

VARIES

1’-9" TO 0"

VARIES

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

WIDENED BRIDGE DECK

TO THE ORIGINAL WIDTH

TRANSITION FROM THE PROPOSED WIDTH

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

WITH RAMP A FRAMING

ORIGINAL BRIDGE DECK WIDTH - MERGE

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

ORIGINAL BRIDGE DECK WIDTH

TO THE PROPOSED WIDTH AT APPROACH SLAB

TRANSITION FROM THE ORIGINAL WIDTH

WIDENING

PROPOSED BRIDGE DECK

LEFT SIDE RIGHT SIDE ORIGINAL PROPOSED

BRIDGE DECK WIDTH

NOTE 3)

(SEE

NUMBER

SPAN

REMARK

RAMP "M"

35’-2" (SEE NOTE 2)

32’-2" ROADWAY

FASCIA LINE

NEW WIDENED

FASCIA LINE

NEW WIDENED

PROPOSED BRIDGE WIDTH

12/ 7 , 13/ 6 , 14/ 5 , 15/ 4 , 16/ 3 , 17/ 2 AND 18/ 1

PIERS: 1/ 13 , 2/ 12, 3/ 11 , 11/ 8

RAMP ’M’ CROSS SECTION

PIERS 4 / 10 AND 10/ 9

RAMP ’M’ CROSS SECTION

NOTES:

INSPECTIONS.

PLANS. PIER NUMBERS SHOWN IN BUBBLES ARE DESIGNATIONS AS PER THE BIENNIAL

4. PIER NUMBER SHOWN ARE DESIGNATIONS AS PER THE ORIGINAL PIER NUMBER IN AS-BUILT

S-04.

3. FOR SUPERSTRUCTURE FRAMING PLAN AND SPAN NUMBERS, SEE DIRECTIVE PLANS: DWG.

2. PERPENDICULAR DIMENSION ALONG THE CENTER LINE OF BEARINGS.

1. FOR LIMITS OF PROPOSED SUPERSTRUCTURE PAINTING, SEE DIRECTIVE PLANS: DWG. S-06.

26

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GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

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ME =

DA

TE =

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MU

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R =

achizhik

U-1

(MIN.)

A-

PLANN.T.S.

3"

(MIN.)

(MIN.)

GRANULAR FILL

BACKFILL WITH SELECT

SECTIONSCALE N.T.S.

A-

6"

3’-

2"

6"

4’-

2" (VIF)

6"2’-10"6"

3’-10" (VIF)

1’-

3"

vvvv(FROM ABOVE)

NEW DOWNSPOUTc

1’-3"

GRADE

FINISHED

3’-

3" (VIF)

u

6"2’-10"x3’-2"6"3’-0"

FOOTING

TOP OF EXISTING

PIPE (AS REQUIRED)

EMBEDED DRAIN

CUT EXISTING

6"

3’-

0" (VIF)

u6"

TO REMAIN

PIER FOOTING

EXISTING

DRAIN PIPE (AS REQUIRED)

CUT EXISTING EMBEDED

REINFORCED CONCRETE PIER COLUMN

PIER COLUMN WITH NEW

REPLACE EXISTING CONCRETE

REINFORCED CONCRETE PIER COLUMN

PIER COLUMN WITH NEW

REPLACE EXISTING CONCRETE

NEW AND EXISTING PIER COLUMNc NEW AND EXISTING PIER COLUMNc

vvvv(FROM ABOVE)

NEW DOWNPOUTc

PLATES ASSEMBLY

FASTENER STRAP

NEW DOWNSPOUT

(IN GROUND)

EXISTING PIPE

CUT AND REMOVE

DRAINAGE STRUCTURE

THE NEAREST EXISTING

D.I. PIPE TOdNEW 12"

12 PCB FRAME

FIELD INLET WITH

NEW CONCRETE

FACE OF PIER COLUMN

STRAP PLATES ASSEMBLY

NEW DOUNPOUT FASTENER

3" ABOVE FINISHED GRADE)

FRAME (TO BE SET

INLET WITH 12 PCB

NEW CONCRETE FIELD

STRUCTURE

EXISTING DRAINAGE

TO THE NEAREST

D.I. PIPEdNEW 12"

(IN GROUND)

EXISTING DRAIN PIPE

CUT AND REMOVE

DISCHARGE DETAIL

BRIDGE RUNOFF - INDIRECT

INDICATIVE PLANS

27

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ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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.

NYSDOT

COUNTY: THE BRONX REGION: 11

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS PIN:

D900039

RAMPS: C, E, & M

OF THREE HIGH BRIDGE INTERCHANGE

REHABILITATION

X726.99

WORK IN PROGRESS

J:\2015 Projects\E

BX

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9_cph_utd

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ME =

DA

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TIM

E =

5:2

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9 P

MU

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R =

achizhik