rehabilitation of i-278 bridges...new york state department of transportation rehabilitation of...

REHABILITATION OF I-278 BRIDGESPIN X731.47, Contract D900041

DB CONTRACT DOCUMENTS

PART 6RFP PLANS

FINAL JANUARY 24, 2018

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New York State Department of Transportation

Rehabilitation of I-278 Bridges i Part 6 - RFP PlansPIN X731.47, Contract D900041 FINAL JANUARY 24, 2018

DIRECTIVE PLANSBINS 1067821, 1067822 (I-278 WB AND EB OVER MOSEL)

BINS 1075751, 1075752 (I-278 WB AND EB OVER SIRT)

SOUND BARRIER WALL

308+00

308+50309+00

309+50310+00

310+50311+00

311+50 312+00 312+50 313+00 313+50 314+00 314+50 315+00 315+50316+00

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

KEY PLAN

ON:

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ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

X731.47

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DIRECTIVE PLANSD900041

DECK REPLACEMENT OF I-278 BRIDGES

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1067821

1067822

1075751

1075752

1

SCALE: 1"=60'-0"

GRID

NORTH

BIN 1067821

BIN 1075751

BIN 1075752BIN 1067822

KEY PLAN

NOTE:

MOSEL AVE

NARROWS ROAD NORTHc

EXPRESSWAY

W/B STATEN ISLAND c

EXPRESSWAY

E/B STATEN ISLAND c

ROAD SOUTH

NARROWS c

vCHANGED DUE TO RECENT RECONSTRUCTION CONTRACTS.

vREQUIRED TO UPDATE THE EXISTING SURVEY WHICH MAY HAVE

vWHAT IS SHOWN ON PLANS. ADDITIONAL SURVEYING MAY BE

vINFORMATION. ACTUAL FIELD CONDITIONS MAY DIFFER FROM

vINSPECTIONS, AS-BUILT DRAWINGS AND OTHER AVAILABLE

1. THE CONTRACT PLANS WERE PREPARED BASED ON FIELD

NEW FDNY MANHOLE

NEW FDNY MANHOLE

NEW FDNY MANHOLE

NEW FDNY MANHOLE

ON BRIDGE (TYP.)

ON GRADE AND GALV. CONDUIT

CONDUIT, PROVIDE PVC CONDIUIT

CONDUIT AND INSTALL NEW

REMOVE AND DISCARD EXISTING

ON BRIDGE (TYP.)

ON GRADE AND GALV. CONDUITS

CONDUITS, PROVIDE PVC CONDUITS

CONDUITS AND INSTALL NEW

REMOVE AND DISCARD EXISTING

BIN 1075752

FOR THE REMOVED SIGNS.

PERIOD, APPROPRIATE TEMPORARY SIGNS SHALL BE PROVIDED

LOCATION AS REQUIRED. DURING THE ENTIRE CONSTRUCTION

FOUNDATION OR ON A NEW FOUNDATION AT A DIFFERENT

THEY SHALL BE RESTORED OR RECONSTRUCTED ON THE SAME

THEY SHALL BE REMOVED AND THEN, AT THE FINAL STAGE,

WITH THE WZTC PLAN REQUIRED FOR MAINTENANCE OF TRAFFIC,

2. IF ANY EXISTING OVERHEAD OR CANTILEVER SIGNS INTERFERE

STRUCTURE

CANTILEVER SIGN

SEE NO

WITH VMSOVERHEAD SIGN STRUCTUREEX

RAIL

WAY

RAPID TRANSIT

STATEN IS

LAND

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FF

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FF F F F F F F F F F F F F F F F F F F F

S

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F

F

F

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F

F

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FF

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F F F F F F F F FF

FF

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FF F F F F F F F F F F F F F F F F F F F

FF

F

F

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FF F F F F F F F F F F F F F F F F F

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X731.47

11RICHMOND

1067821

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BIN 1067821

PROPOSED PLAN AND ELEVATION

DIRECTIVE PLANS

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NEW FDNY MANHOLE

308+50309+00

309+50 310+00 310+50 311+00311+50

312+00

10'-0"

25'-0"

25'-0"

10'-0"

A

OF BRIDGE

NORTH FACE

LINE (TYP.)

EXIST. CURB

MOSEL AVEc

MOUNTED PEDESTRIAN FENCE

CONCRETE PARAPET WITH

PROPOSED VERTICAL FACED

9'-

0"

BASIN (TYP.)

PROPOSED CATCH

WITH MOUNTED LAMPPOST

CONCRETE MEDIAN BARRIER

PROPOSED SINGLE SLOPE

36'-6"

36'-6"

EXPRESSWAY

W/B STATEN ISLANDc

BUFFER VARIES

SHOULDER VARIES

SHOULDER VARIES

BARRIER

CONCRETE

A

AND FENCE

PROPOSED GUIDE RAIL

WINGWALL (TYP.)

PROPOSED TOP OF

PROPOSED CURB

PROPOSED CURB

NORTH

NARROWS ROAD c

(TYP.)

NEW LAMPPOST

EAST ABUTMENTc

WEST ABUTMENTc

BRIDGE BEGINS

BRIDGE ENDS

SLAB ENDS

APPROACH

BRIDGE BEGINS

BRIDGE ENDS

TO VERTICAL FENCE PARAPET

CORR. BEAM GUIDERAIL TRANSITION

PROPOSED CHAIN LINK FENCE AND

SLAB BEGINS

APPROACH

BEGINS

APPROACH SLAB

SLAB ENDS

APPROACH

(TYP.)u 25'-0"(TYP.)u 25'-0"

SIDEWALK

PROPOSED

JOINTPRESSURE RELIEF


24°36'-32"

SKEW

N309+63.27

STA.

26°43'-38.5"

SKEW

GRADE

BARRIER AT

SINGLE SLOPE

CANTILEVER SIGN STRUCTURE

PROPOSED BARRIER MOUNTED

(MAX.)u 23'-6"

EXISTING CURBLINE

BARRIER

TO SINGLE SLOPE MEDIAN

GUIDERAIL TRANSITION

PROPOSED CORR. BEAM

PROPOSED CURBLINE

BASIN (TYP.)

EXISTING CATCH

PROPOSED

PROPOSED

PART 3 FOR PROPOSED TREATMENT

EXISTING JOINT, REFER TO RFP

PROPOSED VERTICAL FACED CONCRETE PARAPET

SUPERSTRUCTUREEXISTING STEEL

WINGWALL (TYP.)

PROPOSED

VERTICAL PARAPET

FENCE MOUNTED ON

PROPOSED PEDESTRIAN

NARROWS ROAD N.MAINTAIN 18'-3" VERTICAL EL.

ON ALL EXPOSED FACES (TYP.)

ARCHITECTURAL TREATMENT

AND GUIDE RAILCHAINLINK FENCE

LIMIT OF PROPOSED

FENCE LINK

PROPOSED CHAIN

u106'PARAPET (TYP.)

TRANSITION TO VERTICAL FACED

CORRUGATED BEAM GUIDE RAIL


TO EXTEND TO BIN 1075751

FENCE AND GUIDE RAIL

PROPOSED CHAIN LINK

EXISTING CON ED CONDUITAPPROX. LOCATION OF

SEWER LINE

APPROX. LOCATION OF EXISTING

WATER MAINAPPROX. LOCATION OF EXISTING

SANITARY SEWER LINEAPPROX. LOCATION OF EXISTING

BUCKEYE PARTNERS OIL PIPELINEAPPROX. LOCATION OF EXISTING

NATIONAL GRID HIGH PRESURE MAINAPPROX. LOCATION OF EXISTING

LIGHTING (TYP.)

UNDERDECK

PROPOSED

OF WINGWALL

PROPOSED TOP

NATIONAL GRID MAINS


STRUCTURE TO ADJACENT INTERSECTIONS (TYP.)

SIDEWALK TO BE RECONSTRUCTED BENEATH

PROPOSED WEST ABUTMENT

PROPOSED EAST ABUTMENT

GRID

NORTH

PROPOSED PLANSCALE: 1"=30'-0"

SCALE: 1"=30'-0"

LEGEND:

NOTES:

REFERENCES: DWG. N0.

(NATIONAL GRID) SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING GAS MAIN

CONDUITS, SEE NOTE 2 AND 3

APPROXIMATE LOCATION OF EXISTING CON EDISON

vELECTRICAL DUCTS = 108 KSF.

vBURIED UTILITY DOES NOT EXCEED THE LIMITS SPECIFIED HEREAFTER:

vA LATERAL DISTANCE OF 10 FEET FROM THE CENTERLINE OF ANY

3. CONTRACTOR SHALL INSURE THAT THE SURFACE PRESSURE WITHIN

vTHE LOCATION OF EXISTING CONDUITS.

2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND VERIFY

1. FOR INFORMATION NOT SHOWN, SEE ORIGINAL AS-BUILT DRAWINGS.

CONDUIT, SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING FIRE ALARM

EXTEND TO BIN 1075751

PROPOSED PAVEMENT TO

BIN 1075751

LAMPPOSTS TO EXTEND TO

AT GRADE WITH MOUNTED





TO VERTICAL FACED PARAPET



PROPOSED DESIGN:

AND INCORPORATED IN THE

ELEMENTS CAN BE RETAINED

THE FOLLOWING BRIDGE

PROPOSED NORTH ELEVATION(LOOKING SOUTH)

PROPOSED PAVEMENT

PROPOSED PAVEMENT

SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING WATER MAIN,

SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING SEWER LINE,

OIL PIPELINE, SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING BUCKEYE PARTNERS

MAT

CHLIN

E

A-A SEE

DW

G.

N0.

SIR-D-1

1. SECTION A-A MOS-D-2

FOR CONTINUATION, SEE DWG. MOS-D-3

WINGWALLS

SPAN 2 STRUCTURAL STEEL

FOOTING

PILES

APPROX. 500' BEYOND APPROACH

PROPOSED RESURFACED PAVEMENT,




GUIDE RAIL AND SIDEWALK

PROPOSED FENCE,

(BIN 1067823)

AND STRUCTURE TO REMAIN

EXISTING MSES WALL

F

FF F

FF

FF

F F F F F F F

S

F

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ALTERED BY:




CONTRACT NUMBER

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X731.47

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1067821

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BIN1067821

DIRECTIVE PLANS

EXISTING AND PROPOSED CROSS SECTIONS

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SCALE: 1"=10'-0"

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S16

BUFFER HOV LANE

S14 S15

6'-0"36'-0" WESTBOUND ROADWAY

SHOULDER

NORTH FACE

OF BRIDGE SIDEWALK SHOULDER

12'-0" 4'-0"VARIES

CONCRETE

BARRIER

9'-0" 32'-0" SERVICE ROAD (WB) 7'-6" MIN. 10'-3" MIN.

3.3 % SLOPE3.3 % SLOPE

SEE NOTE "A"

NOTE "A":

UNDER THE DECK

DECK. EXISTING CONDUITS ARE TO BE REMOVED AND RELOCATED TO

EXISTING UNDERDECK STREET LIGHTING CONDUITS ARE CAST INTO

3.125%

RAILING

EXISTING METAL BRIDGE

STEEL FACED CURB

EXISTING SIDEWALK AND

SURFACE (TYP.)

2•" ASPHALT CONCRETE WEARING

EXISTING 7" BRIDGE DECK AND

EXISTING LONGITUDINAL JOINT

EXISTING MEDIAN

EXISTING GUIDE RAIL

(TYP.)

SUPERSTRUCTURE

EXISTING STEEL

SURFACE



JOINT

EXISTING LONGITUDINAL

SCALE: 1"=10'-0"

S1S2

S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S16

HOV LANE

S14 S15

SHOULDER

12'-0" 4'-0"

CONCRETE

BARRIER

PEDESTRIAN FENCE

PROPOSED

NORTH FACE

OF BRIDGE

9'-0"

SIDEWALK

35'-0" SERVICE ROAD (WB) 6'-9" MIN. AND VARIES

SHOULDER

36'-0" WESTBOUND ROADWAY 6'-0"

BUFFER

STAINLESS STEEL REINFORCEMENT (TYP.)

PROPOSED 9•" DECK SLAB WITH

CONCRETE PARAPET



2'-0" PROPOSED SINGLE SLOPE

3.0 % SLOPE 3.0 % SLOPE

GRADING

MAINTAIN EXISTINGELEVATION

MAINTAIN EXISTING

3.125%

PROPOSED CONDUIT SUPPORT

6'-0" MIN.

OF PROP. CROWN

APPROX. LOCATION SHOULDER

EXISTING CROSS SECTION

FIRE ALARM CONDUIT

PROPOSED RELOCATED GALVANIZED

PROPOSED CROSS SECTION A-A

CONDUIT

FIRE ALARMdEXISTING 3"



PROPOSED PPC OVERLAY

BIN 1067823 TO REMAIN

CONDUIT

EXISTING ELECTRICAL

RELOCATED FASCIA

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ALTERED BY:




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X731.47

11RICHMOND

1067822

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DIRECTIVE PLANS


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MOS-D-3


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WALL (TYP.)

FACE OF ABUTMENT

WINGWALL (TYP.)

PROPOSED

VERTICAL PARAPET

FENCE MOUNTED ON

PROPOSED PEDESTRIAN

NARROWS ROAD N.MAINTAIN 18'-3" VERTICAL EL.

ON ALL EXPOSED FACES (TYP.)

ARCHITECTURAL TREATMENT

TO BIN 1075752RAIL TO EXTEND FENCE AND GUARD PROPOSED CHAIN LINK

u100'

TRANSITION TO VERTICAL FACED PARAPET (TYP.)CORRUGATED BEAM GUIDE RAIL PROPOSED CHAIN LINK FENCE AND

EXISTING CON ED CONDUIT

APPROX. LOCATION OF

NATIONAL GRID HIGH PRESSURE MAIN


SEWER LINEAPPROX. LOCATION OF EXISTING

WATER MAIN


SANITARY SEWER LINE


BUCKEYE PARTNERS OIL PIPELINE


WINGWALL

PROPOSED TOP OF

LIGHTING (TYP.)PROPOSED UNDERDECK

NATIONAL GRID MAINSAPPROX. LOCATION OF EXISTING

CHAINLINK FENCE LIMIT OF PROPOSED

ADJACENT INTERSECTIONS (TYP.)

BENEATH STRUCTURE TO

SIDEWALK TO BE RECONSTRUCTED



MOSEL AVEc

OF BRIDGE

SOUTH FACE

EAST ABUT.

A

10'-0"

25'-0"

25'-0"

10'-0"

STA. S307+95.978

SKEW 28°47'34.3" 36'-6"

36'-6"

NARROWS ROAD SOUTHc

EXPRESSWAY

E/B STATEN ISLANDc

SKEW 26°43'-38.5" BARRIER

CONCRETE

SKEW 26°43'-38.5"

SHOULDER VARIES

BUFFER VARIES




PROPOSED CURB

PROPOSED SIDEWALK

9'-

0"

MOUNTED PEDESTRIAN FACE



BARRIER

EXISTING NOISE

WINGWALL (TYP.)

PROPOSED TOP OF

CURB

PROPOSED

WEST ABUT.

BRIDGE BEGINSBRIDGE ENDS

BRIDGE BEGINS

BRIDGE ENDSAPPROACH SLAB ENDS

MAX. (TYP.) u23'-6"

TO VERTICAL FACED PARAPET



BASIN (TYP.)

EXISTING CATCH

APPROACH SLAB ENDS

SLAB BEGINS

APPROACH

SLAB BEGINS

APPROACH

u25'-0"

u25'-0"



(TYP.)

NEW LAMPPOST

BARRIER

TO SINGLE SLOPE MEDIAN

GUIDERAIL TRANSITION

PROPOSED CORR. BEAM

� PROPOSED

� PROPOSED




FENCE, AND SIDEWALK

PROPOSED GUIDE RAIL,

PARAPET


PROPOSED CHAIN LINK FENCENEW FDNY MANHOLENEW FDNY MANHOLE

308+00308+50

309+00309+50 310+00 310+50 311+00

311+50

307+50

SCALE: 1"=30'-0"

GRID

NORTH

(LOOKING NORTH)

A

PROPOSED PLAN

PROPOSED PAVEMENT

PROPOSED PAVEMENT

LEGEND:

NOTES:


(NATIONAL GRID) SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING GAS MAIN


APPROXIMATE LOCATION OF EXISTING CON EDISON








CONDUIT, SEE NOTE 2


CONDUIT, SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING FIBER OPTIC

BIN 1075752

TO EXTEND TO

PROPOSED PAVEMENT



PROPOSED DESIGN:




SCALE: 1"=30'-0"

PROPOSED SOUTH ELEVATION

SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING WATER MAIN,

SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING SEWER LINE,

OIL PIPELINE, SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING BUCKEYE PARTNERS

1. SECTION A-A MOS-D-4

MAT

CHLIN

E

B-B SEE

DW

G.

N0.

SIR-D-3

FOR CONTINUATION, SEE DWG. MOS-D-1

EXISTING CURBLINE (TYP.)

WINGWALLS


FOOTING

PILES





TO REMAIN (BIN 1067823)

EXISTING MSES WALL AND STRUCTURE

F F F F F F F F F FF F

FF

FF

F

F F F F F F F F F FF

FF

FF

FF

FF

S

S

S

E

E

E

F

Tuesday,

April 03, 2018 01:1

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5

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kevin.y

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ON:

AFFIX SEAL:

FIL

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

S.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

1067822

A.

CA

RR

EN

O

A. IS

AR

OV

A

BIN 1067822

DIRECTIVE PLANS


A. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

C.

ST

AN

LE

Y/

K.

YE

LL

A. IS

AR

OV

A

MOS-D-4


N:/../../../60532140_SIB

RID

GE

S/900-

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D-

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D/

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FIN

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DIR

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Y

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DIC

ATIV

E,

UTILIT

Y

PL

AN

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E, IN

DIC

ATIV

E,

UTILIT

Y

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AN

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UM 4/

X73147_

CP

B_01_S

EC_

MO

S-

D-4-

AE

CO

M_1.D

GN

D900041

5

BUFFERHOV LANE

6'-0" 36'-0" EASTBOUND ROADWAY

SHOULDER

SOUTH FACE

OF BRIDGESIDEWALKSHOULDER

12'-0"4'-0" VARIES

CONCRETE

BARRIER

9'-0"

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S16S14 S15

SCALE: 1"=10'-0"

32'-0" SERVICE ROAD (EB)

HOV LANESHOULDER

12'-0"4'-0"

CONCRETE

BARRIER

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13S16

S14 S15

SCALE: 1"=10'-0"

7'-6" MIN.

REINFORCEMENT

WITH STAINLESS STEEL

PROPOSED 9•" DECK SLAB

FENCE

PROPOSED PEDESTRIAN

6'-0"

BUFFER

36'-0" EASTBOUND ROADWAY

SHOULDER

6'-9" MIN. AND VARIES



PARAPET

FACED CONCRETE

PROPOSED VERTICAL

SOUTH FACE

OF BRIDGE

35'-0" SERVICE ROAD (EB) 9'-0"

SIDEWALK

10'-3" MIN.

3.0 % SLOPE


3.0 % SLOPE

ELEVATION

MAINTAIN EXISTING

GRADING

MAINTAIN EXISTING

SEE NOTE "A"

NOTE "A":

UNDER THE DECK



3.125%

3.125%

REPLACED

EXISTING LONGITUDINAL JOINT TO BE

JOINT

EXISTING LONGITUDINAL

EXISTING MEDIAN

EXISTING GUIDE RAIL

SURFACE (TYP.)



RAILING


FACED CURB

EXISTING SIDEWALK AND STEEL

SURFACE



SUPERSTRUCTURE

EXISTING STEEL


6'-0" MIN.

OF PROP. CROWN

APPROX. LOCATIONSHOULDER

SHOULDER


FIRE ALARM CONDUITS



CONDUITS

FIRE ALARMd EXISTING 2 - 3"




RELOCATED FASCIA

BIN 1067823 TO REMAIN

ITS CONDUITS (TYP.)

EXISTING ELECTRICAL AND

GUIDE RAIL

Tuesday,

April 03, 2018 10:4

5:4

4

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SIE (WB) OVER SIRT SOUTH SHORE

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

S.

HA

BIB

UL

LA

HA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

1075751

A. IS

AR

OV

A

BIN 1075751

DIRECTIVE PLANS


A. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

SIR-D-1

C.

ST

AN

LE

Y/

K.

YE

LL

A. IS

AR

OV

A


N:/../../../60532140_SIB

RID

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S/900-

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D/

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DIR

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AN

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ATIV

E,

UTILIT

Y

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DIC

ATIV

E,

UTILIT

Y

PL

AN

S/

AD

DE

ND

UM 4/

X73147_

CP

B_01_SIR-

D-1-

AE

CO

M_1.D

GN

D900041

6

312+50 313+00 313+50 314+00 314+50315+00

315+50

316+00

316+50

PROPOSED PLANSCALE: 1'=30'-0"

GRID

NORTH

CONCRETE BARRIER

A

A

NARROWS RD N.c

PROPOSED CURB

EXISTING FDNY MANHOLE







PROPOSED CURB

PROPOSED PAVEMENT

PROPOSED PAVEMENT

OF BRIDGE

NORTH FACE

TO ST

GE

ORGE

SKEW 26°18'-01.0"

STA. N312+86.908

54'-0"

20'-0"

34'-0"

SKEW 25°34'-22.6"

EXPRESSWAYSTATEN ISLAND

WESTBOUNDc

BUFFER VARIES

(TYP.)

LAMPPOST

NEW

LEGEND:

NOTES:









CONDUIT, SEE NOTE 2


MAX. (TYP.)u21'-6"

AND FENCE

PROPOSED GUIDE RAIL

PROPOSED WEST ABUTMENTc

PROPOSED EAST ABUTMENTc

SIDEWALK

PROPOSED

APPROACH SLAB BEGINS

SLAB ENDS

APPROACH


SLAB ENDS

APPROACH

BRIDGE ENDSBRIDGE BEGINS

BRIDGE ENDS

BRIDGE BEGINS





WINGWALL (TYP.)

PROPOSED TOP OF FACED PARAPET (TYP.)

RAIL TRANSITION TO VERTICAL

AND CORRUGATED BEAM GUIDE

PROPOSED CHAIN LINK FENCE

PROPOSED DESIGN:




WINGWALLS


CRASH WALLS

FOOTING

PILES

9'-

0"



(TYP.)u25'-0"

PROPOSED CURBLINE

MEDIAN BARRIER

RAIL TRANSITION TO SINGLE SLOPE

PROPOSED CORRUGATED BEAM GUIDE

MA

TC

HLIN

E

A-

A

SE

E

DW

G.

N0.

MO

S-

D-1


PROPOSED CURBLINE TO

1. SECTION A-A SIR-D-2


APPROXIMATE LOCATION OF EXISTING CON EDISON/SIRT

FOR CONTINUATION, SEE DWG. SIR-D-3




SIDWALK, AND FENCE TO

PROPOSED GUIDE RAIL,


PROPOSED RESURFACED PAVEMENT


PROPOSED RESURFACED PAVEMENT

TO REMAIN (BIN 1075753)

EXISTING MSES WALL AND STRUCTURE

NEW FDNY MANHOLE

SCALE: 1"=30'-0"

PROPOSED NORTH ELEVATION

SUPERSTRUCTURE

EXISTING STEEL

(TYP.)

FACE OF ABUTMENT


CLEARANCE

VERTICAL

18'-0 MIN.

MAINTAIN

(LOOKING SOUTH)

PARAPET (TYP.)TRANSITION TO VERTICAL FACED CORRUGATED BEAM GUIDE RAIL PROPOSED CHAIN LINK FENCE AND

AND GUIDE RAILCHAINLINK FENCE

LIMIT OF PROPOSED

FENCE LINK

PROPOSED CHAIN

LINK FENCE

PROPOSED CHAIN

u106' TO EXTEND TO BIN 1067821FENCE AND GUIDE RAILPROPOSED CHAINLINK

CON ED CONDUIT

APPROX. LOCATION OF

OF WINGWALL

PROPOSED TOP

SIRT CONDUIT

APPROX. LOCATION OF


ABUTMENT

PROPOSED EAST

312+50 313+00 313+50 314+00 314+50315+00

315+50

316+00

316+50

F

F

FF

F F F F F F F FF

FF

FF

F

Tuesday,

April 03, 2018 10:4

9:0

6

AM

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SIE (WB) OVER SIRT SOUTH SHORE

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

S.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

1075751

A.

CA

RR

EN

O

A. IS

AR

OV

A

BIN 1075751

DIRECTIVE PLANS


A. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

C.

ST

AN

LE

Y/

K.

YE

LL

A. IS

AR

OV

A

SIR-D-2


N:/../../../60532140_SIB

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Y

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E, IN

DIC

ATIV

E,

UTILIT

Y

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AN

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DIC

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E,

UTILIT

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PL

AN

S/

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DE

ND

UM 4/

X73147_

CP

B_01_S

EC_SIR-

D-2-

AE

CO

M_1.D

GN

D900041

7

SCALE: 1"=10'-0"

NORTH FACE

S1 S2 S3 S4 S5 S6 S7

SCALE: 1"=10'-0"

S8 S9 S10 S11 S12 S13 S14

BUFFER HOV LANE SHOULDEROF BRIDGE

CONCRETE

BARRIER

9'-0" 32'-0" SERVICE ROAD 36'-0" WESTBOUND ROADWAY 6'-0" 12'-0" 4'-0"

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14

HOV LANE SHOULDER

CONCRETE

BARRIER

12'-0" 4'-0"

7'-6" MIN.

NORTH FACE

OF BRIDGE

PEDESTRIAN FENCE

PROPOSED

PARAPET

FACED CONCRETE

PROPOSED VERTICAL

9'-0" 35'-0" SERVICE ROAD 6'-9" MIN.

SHOULDER

REINFORCEMENT (TYP.)



36'-0" WESTBOUND ROADWAY 6'-0"

BUFFER

10'-3" MIN.





ELEVATION

MAINTAIN EXISTINGGRADING

MAINTAIN EXISTING

SEE NOTE "A"

NOTE "A":

UNDER THE DECK



3.125%

3.125%

RAILING


STEEL FACED CURB

EXISTING SIDEWALK AND


EXISTING MEDIAN

JOINT

EXISTING LONGITUDINAL c

EXISTING GUIDE RAIL

SURFACE (TYP.)





6'-0"MIN.

OF PROPOSED CROWN

APPROX. LOCATION SHOULDER


TO REMAIN

FIRE ALARM CONDUIT



CONDUIT

FIRE ALARMdEXISTING 3"




BIN 1075753

RELOCATED FASCIA

SUPERSTRUCTURE (TYP.)

EXISTING STEEL

GUIDE RAIL

Tuesday,

April 03, 2018 10:4

7:5

0

AM

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SIE (EB) OVER SIRT SOUTH SHORE

ON:

AFFIX SEAL:

FIL

E

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=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

A.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

1075752

A. IS

AR

OV

A

BIN 1075752

DIRECTIVE PLANS


A. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

C.

ST

AN

LE

Y/

K.

YE

LL

A. IS

AR

OV

A

SIR-D-3

S.

HA

BIB

UL

LA

H


N:/../../../60532140_SIB

RID

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E, IN

DIC

ATIV

E,

UTILIT

Y

PL

AN

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EC

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E, IN

DIC

ATIV

E,

UTILIT

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PL

AN

S/

AD

DE

ND

UM 4/

X73147_

CP

B_01_SIR-

D-3-

AE

CO

M_1.D

GN

D900041

8

312+00312+50

313+00 313+50 314+00 314+50315+00

315+50

GRID

NORTH

PROPOSED PLAN

SCALE: 1"=30'-0"

A

A

BARRIER

CONCRETE

PROPOSED SIDEWALK

9'-

0"

PROPOSED GUIDE RAIL

MOUNTED LAMPPOST

CONCRETE BARRIER WITH


LAMPPOST

AT GRADE WITH MOUNTED



PROPOSED PAVEMENT

PROPOSED PAVEMENT

BUFFER VARIES

EXPRESSWAY

ISLAND

E/B STATEN c

SKEW 25°34'-22.6"

NORTH FACE IF SOUTH FACE OF BRIDGE

STA. S311+53.810

SKEW 26°11'00.2"

SOUTH

NARROWS ROAD c

SHOULDER (VARIES)

(TYP.)

LAMPPOST

NEW

LEGEND:

NOTES:









CONDUIT, SEE NOTE 2





CONDUIT, SEE NOTE 2

APPROXIMATE LOCATION OF EXISTING FIBER OPTIC

EAST ABUTMENT

PROPOSED� WEST ABUTMENT

PROPOSED�

SLAB ENDS

APPROACH

SLAB ENDS

APPROACH

BRIDGE ENDS

BRIDGE BEGINS

BRIDGE BEGINS

BRIDGE ENDS



MAX. (TYP.)u21'-6"





PROPOSED DESIGN:




WINGWALLS


CRASH WALLS

FOOTING

PILES



SIGN STRUCTURE WITH VMS

BARRIER MOUNTED OVERHEAD

MAX. (TYP.)u25'-0"

BARRIER

SINGLE SLOPE MEDIAN

GUIDERAIL TRANSITION TO

PROPOSED CORR. BEAM

MAT

CHLIN

E

B-B SEE

DW

G.

N0.

MOS-D-3

FOR CONTINUATION, SEE DWG. SIR-D-1

1. SECTION A-A SIR-D-4


APPROXIMATE LOCATION OF EXISTING CON EDISON/SIRT

TREATMENT

RFP PART 3 FOR PROPOSED

EXISTING JOINT, REFER TO





TO BIN 1067822

AND SIDEWALK TO EXTEND

PROPOSED FRENCE, GUIDE RAIL,

(BIN 1075753)

STRUCTURE TO REMAIN

EXISTING MSES WALL AND

NEW FDNY MANHOLE

SCALE: 1"=30'-0"

PROPOSED SOUTH ELEVATION


(TYP.)

FACE OF ABUTMENT


CLEARANCE

VERTICAL

18'-0 MIN.

MAINTAIN

(LOOKING NORTH)

PARAPET (TYP.)


CORRUGATED BEAM GUIDE RAIL

PROPOSED CHAIN LINK FENCE AND AND GUIDE RAIL

CHAINLINK FENCE LIMIT OF PROPOSED

FENCE LINK

PROPOSED CHAIN

LINK FENCE

PROPOSED CHAIN

u106'TO EXTEND TO BIN 1067822

FENCE AND GUIDE RAILPROPOSED CHAINLINK

CON ED CONDUIT

APPROX. LOCATION OF

OF WINGWALL

PROPOSED TOP

SIRT CONDUIT

APPROX. LOCATION OF



EE

E

F

F F F F F F F F F F F F F F F

F F F F F F F F F F F F F

Tuesday,

April 03, 2018 01:1

5:3

1 P

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EC

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SIE (EB) OVER SIRT SOUTH SHORE

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

S.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

1075752

A.

CA

RR

EN

O

A. IS

AR

OV

A

BIN 1075752

DIRECTIVE PLANS


A. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

C.

ST

AN

LE

Y/

K.

YE

LL

A. IS

AR

OV

A

SIR-D-4


N:/../../../60532140_SIB

RID

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S/900-

CA

D-

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CA

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FIN

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Y

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DIC

ATIV

E,

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Y

PL

AN

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DIC

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AN

S/

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ND

UM 4/

X73147_

CP

B_01_S

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D-4-

AE

CO

M_1.D

GN

D900041

9

SCALE: 1"=10'-0"

SCALE: 1"=10'-0"


SOUTH FACE

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14

BUFFERHOV LANESHOULDER OF BRIDGE

CONCRETE

BARRIER

9'-0"32'-0" SERVICE ROAD36'-0" EASTBOUND ROADWAY6'-0"12'-0"4'-0"

HOV LANESHOULDER

CONCRETE

BARRIER

12'-0"4'-0"

7'-6" MIN.

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13S14

REINFORCEMENT



6'-0"

BUFFER

36'-0" EASTBOUND ROADWAY 6'-9" MIN. 35'-0" SERVICE ROADWAY 9'-0" SOUTH FACE

OF BRIDGESIDEWALKSHOULDER

BARRIER

SLOPE CONCRETE MEDIAN

2'-0" PROPOSED SINGLE

PEDESTRIAN FENCE

PROPOSED

FACED CONCRETE PARAPET

PROPOSED VERTICAL

10'-3" MIN.

3.0 % SLOPE


3.0 % SLOPE

ELEVATION

MAINTAIN EXISTINGGRADING

MAINTAIN EXISTING

SEE NOTE "A"

NOTE "A":

UNDER THE DECK



3.125%

3.125%



SURFACE (TYP.)



(TYP.)

SUPERSTRUCTURE

EXISTING STEEL

EXISTING GUIDE RAIL

EXISTING MEDIAN



RAILING


FACE CURB


OF PROPOSED CROWN

APPROX. LOCATION

6'-0" MIN.

SHOULDER

TO REMAIN


FIRE ALARM CONDUIT



CONDUITS

FIRE ALARMd EXISTING 2 - 3"




EXISTING ITS CONDUITBIN 1075753

RELOCATED FASCIA

Tuesday,

April 03, 2018 01:2

7:3

6

PM

angel.c

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PRECAST DECK PANEL CONNECTION DETAILS

ON:

AFFIX SEAL:

FIL

E

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=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

SD-1

S.

HA

BIB

UL

LA

HA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

LA

H

X731.47

11RICHMOND

PIN

1067821

1067822

1075751

1075752

C.

ST

AN

LE

YA. IS

AR

OV

AC.

ST

AN

LE

Y/

K.

YE

LL

C.

ST

AN

LE

Y/

K.

YE

LL

DIRECTIVE PLANS

1065260

10

D900041


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B_01_

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M_1.D

GN

PRECAST DECK PANEL

CO

V.

1•

"

0

@ DESIGN SPACING

LONGITUDINAL BARS

@ DESIGN SPACING

TRANSVERSE BARS

*

ULTRA HIGH PERFORMANCE CONCRETE

PANEL KEYWAY DETAIL

•" NOMINAL GRIND

DIMENSION

INDICATE*

PANEL DETAIL FOR UHPC STUD SHEAR POCKET

CO

V.

3"

3"

1•

"

10"

MIN.

2•

"

(NOT OVER BEAM)

TRANSVERSE UHPC JOINT

(NOT OVER BEAM)

LONGITUDINAL UHPC JOINT

10"

CO

V.

1•

"

CO

V.

3"

CONCRETE

ULTRA HIGH PERFORMANCE

10"

CO

V.

3"

CO

V.

1•

"

CONCRETE


10"

CO

V.

3"

CO

V.

1•

"

10"

CO

V.

3"

CO

V.

1•

"

SIZE

BAR

UHPC JOINT

#4 5" 6"

#6 9"7•"

#5 6" 7"

PA

NE

L

10"

DE

CK

(TY

P.)

5•

"

(TY

P.)

1"

(TY

P.)

2"

•" NOMINAL GRIND

COMPOSITE DECK BARS AND BE 3" TALL.

STUDS SHALL BE LOCATED OUTSIDE OF

INDICATE SHEAR STUDS AS PER DESIGN.

JOINT WIDTHv(SEE "UHPC JOINT" TABLE)

BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)

4" MIN. STAGGERED LAP (TYP.)




(TYP.)

ƒ"(T

YP.)

ƒ"


LENGTH

PROTRUSION

WIDTH

JOINT

UHPC SHEAR STUD POCKET MINIMUM CLEARANCES

@ 2'-0" MAX. SPACING

1•" VENT/GROUT HOLE

45° (T

YP.)

AROUND STUD HEAD (TYP.)

PROVIDE MINIMUM 1" CLEAR

•" NOMINAL GRIND

•" NOMINAL GRIND

•" NOMINAL GRIND

•" NOMINAL GRIND

@ DESIGN SPACING

COMPOSITE BAR

(TYP.)

(AMPLITUDE OF „"vMIN. TO ‚"vMAX.)

EXPOSED AGGREGATE SURFACE

(TYP.)

(AMPLITUDE OF „"vMIN. TO ‚"vMAX.)


(TYP.)

(AMPLITUDEvOFv„" MIN. TO ‚" MAX.)


(TYP.)

(AMPLITUDE OF „" MIN. TO ‚" MAX.)


(TYP.)

(AMPLITUDEvOFv„" MIN. TO ‚" MAX.)


BUT IN NO CASE BE LESS THAN 12" WIDE.

THE "UHPC SHEAR STUD POCKET MINIMUM CLEARANCES" DETAIL,

POCKET WIDTH SHALL BE BASED ON THE CLEARANCES SHOWN IN

• DESIGN SPACING

• DESIGN SPACINGABOVE THE TOP OF PANEL SURFACE.

UHPC SHALL BE PLACED ‚"

ABOVE THE TOP OF PANEL SURFACE.


COMPOSITE BAR (TYP.)

(TYP.)

1" CLEAR (MIN.)

(TY

P.)

1•

"

ST

UD

PO

CK

ET

(OVER BEAM)

LONGITUDINAL UHPC JOINT

(OVER BEAM)

TRANSVERSE UHPC JOINT

DESIGN. STUDS SHALL BE 3" TALL.

INDICATE SHEAR STUDS AS PER




LAP (TYP.)

4" MIN. STAGGERED


(TYP.)

(AMPLITUDE OF „"vMIN. TO ‚" MAX.)


• DESIGN SPACING

STUD CLEARANCE, WHICHEVER IS LESS.

"UHPC JOINT" TABLE OR BASED ON THE

JOINT WIDTH AS SHOWN IN THE

• DESIGN SPACING






NOTES:

557.21020016-FIELD CAST JOINTS BETWEEN PRECAST CONCRETE UNITS.

REQUIREMENTS SPECIFIED IN SPECIAL SPECIFICATION ITEM

AND TRANSVERSE JOINTS FOLLOWING THE TESTING AND REPAIR

PERFORM A WATERTIGHT INTEGRITY TEST ON ALL LONGITUDINAL

robermeyer

Polygon

Tuesday,

April 03, 2018 12:0

9:5

8

PM

angel.c

arreno

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ON:

AFFIX SEAL:

FIL

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ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

S.

HA

BIB

UL

LA

HA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

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H

X731.47

11RICHMOND

PIN

C.

ST

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N:/../../../60532140_SIB

RID

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S/900-

CA

D-

GIS/910-

CA

D/

X73147/

FIN

AL

DIR

EC

TIV

E, IN

DIC

ATIV

E,

UTILIT

Y

PL

AN

S/

DIR

EC

TIV

E, IN

DIC

ATIV

E,

UTILIT

Y

PL

AN

S/

DIR

EC

TIV

E, IN

DIC

ATIV

E,

UTILIT

Y

PL

AN

S/

AD

DE

ND

UM 4/

X73147_

CP

B_01_

DE

T_

SD-

D-2-

AE

CO

M_1.D

GN


D900041

SD-2

1067821

1067822

1075751

1075752

SIDEWALK DETAILS

11

PROPOSED SIDEWALK SECTION

SCALE:1"-1'-0"

8"

6"

6"

ROADWAY SURFACE

PREFORMED JOINT FILLER

TOP OF SIDEWALK

SU

BB

AS

E

1'-

6" (M

IN.)

7" (M

IN.)

BREAKER (TYP.)

TOP SEALER ON BOND

(ALONG NARROWS ROAD NORTH AND SOUTH)

WELDED WIRE FABRIC, W2.9

DETAILS

H-1045 FOR ADDITIONAL

H-1010, H-1044 AND

STANDARD DRAWINGS

SEE NYCDOT

CONCRETE CURB,

STEEL FACED

(7"

FO

R

DRIV

EW

AY

S)

4"

CO

NC

RE

TE

SID

EW

AL

K

0

LA

P (

TY

P.)

1'-

0" M

IN

.8•"

CO

NC

RE

TE

OV

ER

LA

Y (

vƒ

" M

IN

.)

1" N

OM

. P

OL

YS

TE

R P

OL

YM

ER

ALL DIMENSIONS ARE IN ft UNLESS OTHERWISE NOTED

BRIDGE DETAIL DRAWINGS

FOR STANDARD BEAM WIDTHS, SEE NYSDOT

CONCRETE


SPACED BY DESIGNER

#4 BARS-SHEAR STIRRUPS

LA

P (

TY

P.)

1'-

0" M

IN

.

CONCRETE


BRIDGE DETAIL DRAWINGS

FOR STANDARD BEAM WIDTHS, SEE NYSDOT

SPACED BY DESIGNER

#4 BARS-SHEAR STIRRUPS

7‚"

2•"

2• "

2"

1•"

1‚"

1• "

1•"

3"

0

(T

YP

.)

2•"

ADJACENT BOX BEAM WITH UHPC CONNECTION

3'-0" WIDE BOX UNITS.

ELIMINATE THESE BARS IN THE

4'-0" WIDE BOX UNIT SHOWN,

CO

V.

3"

3"

3"

2" COV.

2" COV.

CO

V.

1•"

CO

V.

1•"

CO

V.

2"

4" (MIN.)

(TYP.)

5" MIN. EMBEDMENT

@ DESIGN SPACING

#4 STAINLESS STEEL BARS

NY

SD

OT

BR

IDG

E D

ET

AIL

DR

AW

ING

S

FO

R S

TA

ND

AR

D B

EA

M D

EP

TH

S, S

EE

(T

YP

.)

1•" C

OV

.

NYSDOT BRIDGE DETAIL SHEETS.

FOR STRAND LOCATIONS, SEE

(MIN.)

1" GAP

(UHPC CONNECTION)

ADJACENT BOX BEAM W/INTEGRAL DECK

#4 BAR (TYP.)

BARS @ 8"

#4 STAINLESS STEEL

NYSDOT BRIDGE DETAIL SHEETS.

FOR STRAND LOCATIONS, SEE

(MIN.)

1" GAP

(UHPC CONNECTION)

ADJACENT BOX BEAM W/SEPERATE DECK

CO

V.

3"

(T

YP

.)

1•" C

OV

.

(TYP.)

5" MIN. EMBEDMENT

3" (MIN.)

NY

SD

OT

BR

IDG

E D

ET

AIL

DR

AW

ING

S

FO

R S

TA

ND

AR

D B

EA

M D

EP

TH

S, S

EE

8"

5"

DETAIL

COMPOSITE BAR

BAR DETAIL", ABOVE.

STEEL BAR, SEE "COMPOSITE

#4 COMPOSITE STAINLESS

6" C

AS

Tv

-vIN

v-v

PL

AC

E D

EC

K

=v1•"

R

ALL DIMENSIONS ARE IN ft UNLESS OTHERWISE NOTED

#5 BARS @ 8"

ADJACENT PRESTRESSED UNIT

1'-

4" E

MB

.

DE

SIG

N R

EIN

FO

RC

EM

EN

T @

1'-

0" M

AX

. S

PA

CIN

G

8"

(M

IN

. T

YP

.)

1'-

5" L

AP

DE

SIG

N R

EIN

FO

RC

EM

EN

T @

1'-

0" M

AX

. S

PA

CIN

G

CO

V.

2"

#4 BARS @ 1'-0"

#6 STIRRUP @ 1'-0"

BETWEEN PILES

MAX. SPACING, PLACED

#5 BARS (MIN.) @ 1'-0"

DETERMINED BY DESIGNER

REINFORCEMENT TO BE

6"5-#6 BARS @ 6"

TYPE "D" WATERSTOP

1'-6"2'-3"

AS SHOWN

#5 BARS PLACED

2"

8•"

APPROACH SLAB

1•" C

OV

.

2" C

OV

.

#5 BARS @ 1'-0" (BOT.)

#5(E) BARS @ 1'-0" (TOP)

6"6"

NY

SD

OT

BR

IDG

E D

ET

AIL

DR

AW

ING

S

FO

R S

TA

ND

AR

D B

EA

M D

EP

TH

S, S

EE

1•" C

OV

.

2" C

OV

.

(TOP AND BOT.)

#4 STAINLESS STEEL BARS @ DESIGN SPACING

@ DESIGN SPACING

#4 STAINLESS STEEL BARS

4"

MIN

. (T

YP

.)

1'-

0" L

AP

PLACED AS SHOWN

#5 BARS

#5 BAR

ALTERNATE DETAIL.

CONTRACTOR MAY PROPOSE AN

EXTENDING THE STRANDS, THE

BOTTOM ROW 2'-8". IN LIEU OF

PRESTRESSED STRANDS IN THE

EXTEND ONE-HALF OF ALL BONDED

BRIDGE SEAT

4"

THE APPROACH SLAB ITEM.

IN THE UNIT PRICE BID FOR

COST TO BE INCLUDED

TO MATERIAL SPEC. 705-08.

CELL FOAM CONFORMING

‚ " PREFORMED CLOSED

6"1'-2"

0

20% OF SPAN LENGTH2'-8"1'-0"

#5(E) BARS @ 8"

#5 BARS @ 8"

0

*

*

*

*

*OR PERPENDICULAR TO STATION LINE BEAMS.

SPACING SHOWN FOR THESE BARS ARE PARALLEL

OF THE P.C.C.M.

AS PER SECTION 6.2.1

SAND BLAST BEAM ENDS

BID FOR THE APPROACH SLAB ITEM.

COST TO BE INCLUDED IN THE UNIT PRICE

SIDES). MATERIAL SPECIFICATION 728-06,

(TWO ˆ " THICK SHEETS, TREATED BOTH

COMPRESSED SYNTHETIC SHEET GASKET

FOR THE APPROACH SLAB ITEM.

INCLUDED IN THE UNIT PRICE BID

TO MATERIAL SPEC. 705-08. COST TO BE

1" PREFORMED CLOSED CELL FOAM CONFORMING

APPROACH SLAB PLACEMENT

WEIGHT METHACRYLATE PRIOR TO

BACKWALL WITH HIGH MOLECULAR

SEAL JOINT BETWEEN BEAM AND

CO

NC

RE

TE

OV

ER

LA

Y (

vƒ

" M

IN

.)

1" N

OM

. P

OL

YE

ST

ER

PO

LY

ME

R

AND PILES

OF BRGS.c

INTEGRAL ABUTMENT DETAIL FOR DECKED BOX BEAM

END OF END BLOCK

BEAM REINFORCEMENT

BARS BETWEEN LONG.

STAINLESS STEEL

ADDITIONAL #5

6" (

MIN

.)2

'-0

" E

MB

. (M

IN

.)

(SECTION TAKEN PERPENDICULAR TO ABUTMENT)

INTEGRAL ABUTMENT DETAIL FOR DECKED BOX BEAMS

PAD

BEARING

2"


Rehabilitation of I-278 Bridges ii Part 6 - RFP PlansPIN X731.47, Contract D900041 FINAL JANUARY 24, 2018

DIRECTIVE PLANSBIN 1065260 (79TH STREET OVER 1-278)


Rehabilitation of I-278 Bridges iii Part 6 - RFP PlansPIN X731.47, Contract D900041 FINAL JANUARY 24, 2018

Section not used.


Rehabilitation of I-278 Bridges i Part 6 - RFP PlansPIN X731.47, Contract D900041 FINAL JANUARY 24, 2018

INDICATIVE PLANSBINS 1067821, 1067822 (I-278 WB AND EB OVER MOSEL)

BINS 1075751, 1075752 (I-278 WB AND EB OVER SIRT)

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TYPICAL STRUCTURAL DETAILS - 1

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

SD-1

S.

HA

BIB

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HA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

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X731.47

11RICHMOND

PIN

1067821

1067822

1075751

1075752

DECK REPLACEMENT OF FOUR 1-278 BRIDGES

C.

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INDICATIVE PLANSD900041

SCALE: ‚"=1'-0"

2'-3"

3'-0"

4'-3"6"

2

1

7'-0"

1'-6"

EXISTING BRGS.c

1'-3"

5"TO BE REMOVED

EXISTING APPROACH SLAB

TO BE REMOVED

ASBESTOS SHEET PACKING

EXISTING COMPRESSED

TO BE REMOVED

EXISTING BACKWALL

DECK TO BE REMOVED

EXISTING BRIDGE

BE REMOVED (TYP.)

EXISTING BEARING TO

BE REMOVED (TYP.)

EXISTING PEDESTAL TO

REMOVED (TYP.)

STRINGERS TO BE

EXISTING SPAN 1 AND 3

TO BE ABANDONED (TYP.)

EXISTING ABUTMENT STEM

SECTION AT ABUTMENT

SEALANT FROM THE APPROVED LIST.

COMPONENT COLD APPLIED OR A SILICONE JOINT

SS-S-00195B-ELASTOMERIC POLYMER TYPE, TWO

SEALER, FEDERAL MATERIAL SPECIFICATION

RECESS IS TO BE FILLED WITH COLD APPLIED

PROPOSED APPROACH SLAB

PROPOSED DECK SLAB

1" MIN. (TYP.)

1'-6"

PROPOSED CONCRETE

BACKWALL

DETAIL B

PROPOSED JOINTLESS ABUTMENT

FULL DEPTH FORMED JOINT

SCALE: •"=1'-0"

SEE NOTE "A"

NOTE "A"

JOINTLESS ABUTMENTS ARE NOT FEASIBLE.

ARMORLESS JOINTS AT ABUTMENTS IF

CONTRACTOR HAS THE OPTION TO INSTALL

PLACED ON TOP OF THE BACKWALLS.

SPECIFICATION 728-06, SHALL BE

TREATED BOTH SIDES, MATERIAL

GASKET (TWO 1/6" THICK SHEETS,

COMPRESSED SYNTHETIC SHEET

(BIN 1067821 AND BIN 1067822)

(TYP.)

LONGITUDINAL JOINTc

AT LONGITUDINAL JOINT

PROPOSED ARMORLESS JOINT SYSTEM

SCALE: ƒ"= 1'-0"

•" RECESS (TYP.)

3"

FOAM OR A PREFORMED SEAL

PREFORMED CLOSED CELL

5"

DETAIL "A" (TYP.)

HEADER SEE

ELASTOMERIC CONCRETE

Fn JOINT OPENING @ 68

3"

ƒ"

2" 1" 2"

5"

•"

‚" CHAMFER

SCALE: 3"=1'-0"

DETAIL A

„"

„"

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TYPICAL STRUCTURAL DETAILS - II

ON:

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

SD-2

S.

HA

BIB

UL

LA

HA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

HA

BIB

UL

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H

X731.47

11RICHMOND

PIN

1067821

1067822

1075751

1075752


C.

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PARAPET AT FASCIA

PROPOSED VERTICAL FACED CONCRETE

SCALE: ‚"=1'-0"

10"

3'-

4"

10"

6"

•"

WA

SH

(TY

P.)

SLOPE 2%

MATCH EXISTING

CURB LINE

EXISTING STRINGER

NORTH OR

SOUTH FASCIA

PARAPET

CONCRETE

PROPOSED

FENCE

PEDESTRIAN

PROPOSED3'-

5•

"

GRANITE CURB

STONE CURB (TYPE F1)

PROPOSED SIDEWALK

STEEL REINFORCEMENT

SLAB, WITH STAINLESS

PROPOSED CONCRETE DECK

9'-0"

SCALE: ‚"=1'-0"

(BINS 1067821 AND 1067822 SHOWN,

BINS 1075751 AND 1075752 SIMILAR)

6'-6"

2'-3" 2'-7" 1'-8"

1'-8

"10

"

10"

BRIDGE RAILING POSTc

1'-0" BAGGED SCREENED

GRAVEL

6" d UNDERDRAIN

3'-0"

6"

SCALE: ‚"=1'-0"

(BINS 1067821 AND 1067822 SHOWN,

BINS 1075751 AND 1075752 SIMILAR)

6'-6"

2'-3" 2'-7" 1'-8"

GRAVEL

6" d UNDERDRAIN

3'-0"

10"

11"

9"

6"

1'-

4"

•"

WA

SH

(TY

P.)

3'-

5•

"

SLOPE 2%

MATCH EXISTING

CURB LINE

5" SIDEWALK

PROPOSED

4'-•

"

APPROACH SLAB

TOP OF PROPOSED

EXISTING GRADE

TOP OF

2'-

6"

MIN.

PROPOSED VERTICAL FACED CONCRETE

PARAPET AT WINGWALL

MIN.

1067822 ONLY

BINS 1067821 AND

PROPOSED BRICK AT

1'-9" 10"

FENCE

PROPOSED PEDESTRIAN

PARAPET

PROPOSED CONCRETE

TO BE REMOVED

EXISTING CURB

TO BE REPLACED

APPROACH SLAB

TOP OF EXISTING

RAILING TO BE REMOVED


TO BE REMOVED

EXISTING GRANITE COPING

TO BE REMOVED

EXISTING BRICK

REMOVED

WINGWALL TO BE

TOP OF EXISTING

ASBESTOS TO BE REMOVED

RAILING POSTS CONTAINING

EXISTING GRAY COULKING UNDER

1067822 ONLY

BINS 1067821 AND

4•" BRICK AT

1'-0" BAGGED SCREENED

REINFORCEMENT

STAINLESS STEEL

WINGWALL, WITH

PROPOSED TOP OF

9'-0"

BRIDGE RAILING AT WINGWALL

S13 S14

RAILING TO BE REMOVED


COORDINATED WITH FDNY

CONDUITS TO BE RELOCATED

FIRE ALARM d EXISTING 2-3"

FACE CURB TO BE REMOVED


ASBESTOS TO BE REMOVED

RAILING POSTS CONTAINING

EXISTING GRAY COULKING UNDER

SCALE: 1/4"=1'-0"

RAILING AT FASCIA

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TYPICAL STRUCTURAL DETAILS - III

ON:

AFFIX SEAL:

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

SD-3

S.

HA

BIB

UL

LA

HC.

ST

AN

LE

YA.

CA

RR

EN

OS.

HA

BIB

UL

LA

HS.

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BIB

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X731.47

11RICHMOND

PIN

1067821

1067822

1075751

1075752

N:/../../../60532140_SIB

RID

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S/900-

CA

D-

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D/

X73147/

C01 -

CO

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ON/

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B_02_

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C.

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LL

EXISTING COVER PLATE

AT PIER 2 OF BIN 1075751

S-9, S-10 OR S-11 (W33)

EXISTING STRINGER

CUT AND REMOVE

PEDESTAL

TOP OF EXIST

PEDESTAL

TOP OF PROPOSED

REPAIR PLATE

PROPOSED 2-•"

HS BOLTSd7/8"

END WEB REPAIR

PROPOSED STRINGER

SCALE: ƒ"=1'-0" SCALE: ƒ"=1'-0"

p 2-•" REPAIR

REMOVE EXISTING

LOSS (TYP)

EXISTING SECTION

WEB THICKNESS

MATCH EXISTING

TO FIT TIGHT AND

PROPOSED FILL PLATE

AT PIER 2 OF BIN 1075751

S-9, S-10 OR S-11 (W33)

EXISTING STRINGER

EXISTING BEARINGBEARING

ELASTOMERIC

PROPOSED

REPAIR

STRINGER END WEB

SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

A

A

WEB

PAINT (TYP.)

WELD AND APPLY LOCALIZED

PEENING DOWN TRANSVERSE

BOTTOM FLANGE

LENGTH COVER PLATE

EXISTING PARTIAL

PARTIAL ELEVATION

EXISTING COVER PLATE

SECTION A-A

BOTTOM FLANGE

STRINGER


Rehabilitation of I-278 Bridges ii Part 6 - RFP PlansPIN X731.47, Contract D900041 FINAL JANUARY 24, 2018

INDICATIVE PLANSBIN 1065260 (79TH STREET OVER I-278)

rehabilitation of i-278 bridges...new york state department of transportation rehabilitation of...

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